Summary for Test 2024-08-14-50-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994147
DEA: 120R4104
EFIS: 1218000090
DIST-CO-RTE-PM12-ORA-1-17.4/21.5
Award Date09/27/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AC AND PLACE RHMA-G.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE
QA Service Level1 (Verified on 06/28/2023)

Sample Information

Sample Taken Date08/14/2024 Sample Unique Key50
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 testing08/14/2024
Sample typeQuality Assurance A brief description of the sample3/4 RHMAG
The quantity of what the sample constitutes3/4 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 identification24-0772 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

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2024-08-14-50
DIME Test ID: 2024-08-14-50-1
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: 2024-08-20

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 08/16/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3945.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 6022 g
Mass of HMA Sample prior to ignition: 2076.3 g
Mass Loss: 155.8 g
Mass of aggregate remaining after ignition: 1920.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.06 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.44 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2024AC-SP-0052pdf105.53 KB08/20/20242024-08-14-50-1   Info

Test was verified on 8/20/2024