Summary for Test 2026-08-30-5-3

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1000607
DEA: 081K6904
EFIS: 0819000090
DIST-CO-RTE-PM08-RIV-74-5.7/11.8
Award Date01/09/2025
Closeout DateNot set
Work DescriptionROCK EXCAVATION, HMA (TYPE A), RHMA-G, AND CABLE NET DRAPERY SYSTEM.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR LAKE ELSINORE FROM MONTE VISTA STREET TO GRAND AVENUE
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date08/30/2026 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing08/31/2026 Sample typeAcceptance
A brief description of the sample3/4" RHMA-G The quantity of what the sample constitutes2 BOXES 4531.94 TONS
From where was the sample collectedJob Site 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 Marrieta-Lake Elsinore
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-08-30-5
DIME Test ID: 2026-08-30-5-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2026-09-04

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Juan Abarca
Date of test: 09/03/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2187.0 g
Mass Loss: 175.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.49 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.41 %
General comments (publicly viewable) (Max 1000 characters): 0552G-26

Test was verified on 9/4/2026 ✔