Summary for Test 2023-12-08-34-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214344
DEA: 120P42U4
EFIS: 1216000097
Award Date09/15/2020
Closeout DateNot set
Work DescriptionUpgrade and install Intelligent Transportation System (ITS) elements
Location DescriptionORANGE COUNTY
QA Service Level1 (Verified on 10/27/2020)

Sample Information

Sample Taken Date12/08/2023 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/08/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutes3/4 HMA-A 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 identification23-1330 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

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-12-08-34
DIME Test ID: 2023-12-08-34-1
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: 2024-01-03

Test Results

What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 12/15/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3955.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 6111.2 g
Mass of HMA Sample prior to ignition: 2155.3 g
Mass Loss: 110.9 g
Mass of aggregate remaining after ignition: 2044.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.33 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.82 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2023AC-SP-0094pdf104.38 KB12/19/20232023-12-08-34-1   Info

Test was verified on 1/3/2024