Summary for Test 2026-06-30-47-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 994586
DEA: 081C08U4
EFIS: 0822000142
DIST-CO-RTE-PM08-RIV-10-R134.0/R156.5
Award Date06/22/2023
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location DescriptionRIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date06/30/2026 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing07/03/2026 Sample typeAcceptance
A brief description of the sample3/4" HMA-A The quantity of what the sample constitutes2 BOXES, 248.40 TONS, LOAD #11
From where was the sample collectedSupplier First name of sampler or witnessed byERIBERTO
Last name of sampler or witnessed byARAGON Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFISHER SAND AND GRAVEL TEMPE
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 TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberCA125MA
Binder content (%)4.9 Virgin binder PG PG 64-28M
Design binder PG PG 64-28M Binder SupplierFRONTIER
RAP content (%)24 WMA AdditivesNo
Antistrip type1.0% LSM

Test Details

DIME Sample ID: 2026-06-30-47
DIME Test ID: 2026-06-30-47-1
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: 2026-07-09

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Elias Hamel
Date of test: 07/09/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2156.5 g
Mass Loss: 108.8 g
Correction Factor (Percent by mass of HMA Specimen): -0.01 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.06 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2026 ✔