Summary for Test 2026-03-17-37-4

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000857
DEA: 07346504
EFIS: 0718000075
DIST-CO-RTE-PM07-LA-91-6.0/R20.7
Award Date07/14/2025
Closeout DateNot set
Work DescriptionREPLACE OVERHEAD SIGNS & SIGN STRUCTURES, CONSTRUCT MVPS & LANDSCAPING
Location DescriptionLOS ANGELES COUNTY ON ROUTE 91 AT VARIOUS LOCATIONS FROM VERMONT AVENUE IN LOS ANGELES TO THE ORANGE COUNTY LINE IN CERRITOS
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date03/17/2026 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing03/23/2026 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 byJT/BAHER
Last name of sampler or witnessed byJT/BAHER 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 58-16
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: 2026-03-17-37
DIME Test ID: 2026-03-17-37-4
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: 2026-04-07

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 03/30/2026
Phase Angle (δ) (for the 10 cycles): 88.7 degree
Dynamic Shear, G*/sin(δ): 1.80 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2026 ✔