Summary for Test 2024-09-13-54-1

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 Date09/13/2024 Sample Unique Key54
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 testing09/13/2024
Sample typeQuality Assurance A brief description of the sample3/4 RHMA-G
The quantity of what the sample constitutes3/4 RHMA-G 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 identification24-0849 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: 2024-09-13-54
DIME Test ID: 2024-09-13-54-1
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: 2024-09-27

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 09/17/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3951.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5970.4 g
Mass of HMA Sample prior to ignition: 2018.9 g
Mass Loss: 153.6 g
Mass of aggregate remaining after ignition: 1865.3 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: 7.55 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2024AC-SP-0068pdf105.37 KB09/26/20242024-09-13-54-1   Info

Test was verified on 9/27/2024