Summary for Test 2025-03-18-28-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214698
DEA: 120N8904
EFIS: 1214000130
DIST-CO-RTE-PM12-ORA-133-8.3/M9.3
Award Date11/09/2023
Closeout DateNot set
Work DescriptionCONSTRUCT AUXILIARY LANE.
Location DescriptionORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date03/18/2025 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing03/18/2025 Sample typeQuality Assurance
A brief description of the sample3/4 WMA-SP The quantity of what the sample constitutes3/4 WMA-SP
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 identification25-0245
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 TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2025-03-18-28
DIME Test ID: 2025-03-18-28-1
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: 2025-04-17

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 03/18/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3948.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5957.6 g
Mass of HMA Sample prior to ignition: 2008.9 g
Mass Loss: 111.1 g
Mass of aggregate remaining after ignition: 1897.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.18 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2025AC-SP-0008pdf105.33 KB03/27/20252025-03-18-28-1   Info

Test was verified on 4/17/2025