Summary for Test 2025-11-04-61-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000667
DEA: 120U9804
EFIS: 1224000064
DIST-CO-RTE-PM12-ORA-57,90-19.6/20.1,5.1/R5.5
Award Date12/11/2024
Closeout Date06/22/2026
Work DescriptionCOLD PLANE AND OVERLAY EXISTING PAVEMENT WITH RHMA.
Location DescriptionORANGE COUNTY IN BREA AND FULLERTON ON ROUTE 57 FROM ASSOCIATED ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF BIRCH STREET UNDERCROSSING AND ON ROUTE 90 FROM RANDOLPH AVENUE TO ROUTE 90/57 SEPARATION
QA Service Level1 (Verified on 10/07/2024)

Sample Information

Sample Taken Date11/04/2025 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing11/04/2025 Sample typeQuality Assurance
A brief description of the sample1/2 RHMAG The quantity of what the sample constitutes1/2 RHMAG
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 identification25-1053
Linked DIME Sample ID The fabricator/manufacturer/facility nameRJ Noble Orange
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 Grading1/2 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: 2025-11-04-61
DIME Test ID: 2025-11-04-61-1
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: 2025-12-11

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 11/12/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3891.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5421.3 g
Mass of HMA Sample prior to ignition: 1529.8 g
Mass Loss: 122.9 g
Mass of aggregate remaining after ignition: 1406.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.02 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 8.01 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2025AC-SP-0084pdf105.71 KB12/01/20252025-11-04-61-1   Info

Test was verified on 12/11/2025 ✔