Summary for Test 2023-05-18-94-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993631
DEA: 120S8904
EFIS: 1221000058
DIST-CO-RTE-PM12-ORA-1-R0.1/R1.0
Award Date05/02/2022
Closeout Date09/07/2023
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN DANA POINT AND SAN JUAN CAPISTRANO FROM ROUTE 5/1 SEPARATION TO SAN JUAN CREEK BRIDGE
QA Service Level1 (Verified on 03/21/2022)

Sample Information

Sample Taken Date05/18/2023 Sample Unique Key94
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 testing05/18/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutesHMA, AGG 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 identification23-0440 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 TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-05-18-94
DIME Test ID: 2023-05-18-94-1
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: 2023-06-23

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 05/18/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3951.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 6004.5 g
Mass of HMA Sample prior to ignition: 2053.5 g
Mass Loss: 106.8 g
Mass of aggregate remaining after ignition: 1946.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.07 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.13 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2023AC-SP-0016pdf105.26 KB06/23/20232023-05-18-94-1   Info

Test was verified on 6/23/2023