Summary for Test 2026-01-16-43-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000256
DEA: 120S2804
EFIS: 1220000014
DIST-CO-RTE-PM12-ORA-5-9.6/10.4
Award Date06/24/2024
Closeout Date09/01/2026
Work DescriptionADD SECONDARY AUXILIARY LANE.
Location DescriptionORANGE COUNTY IN SAN JUAN CAPISTRANO FROM ROUTE 74/5 SEPARATION TO 0.5 MILE SOUTH OF JUNIPERO SERRA ROAD UNDERCROSSING
QA Service Level1 (Verified on 05/14/2024)

Sample Information

Sample Taken Date01/16/2026 Sample Unique Key43
Date that the sample was received by the laboratory/organization performing the testing01/21/2026 Sample typeQuality Assurance
A brief description of the sample3/4 HMA The quantity of what the sample constitutes3/4 HMA
From where was the sample collectedManufacturer First name of sampler or witnessed byJimmy
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler Laboratory sample identification26-0038
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA 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 TypeHot Mix Asphalt HMA TypeType A HMA
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: 2026-01-16-43
DIME Test ID: 2026-01-16-43-1
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: AASHTO T308-10: 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: 2026-01-27

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 01/21/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3934.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5960.0 g
Mass of HMA Sample prior to ignition: 2025.7 g
Mass Loss: 92.8 g
Mass of aggregate remaining after ignition: 1932.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.46 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.12 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026AC-SP-0014pdf105.99 KB01/27/20262026-01-16-43-1   Info

Test was verified on 1/27/2026 ✔