Summary for Test 2024-09-27-57-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993870
DEA: 120R5604
EFIS: 1218000117
DIST-CO-RTE-PM12-ORA-5,55,73,91,133,405-var
Award Date04/12/2023
Closeout Date08/19/2026
Work DescriptionPLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/14/2022)

Sample Information

Sample Taken Date09/27/2024 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing09/27/2024 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 identification24-0884
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA - 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: 2024-09-27-57
DIME Test ID: 2024-09-27-57-1
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: 2024-10-24

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: David Nguyen
Date of test: 10/01/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3951.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5974.7 g
Mass of HMA Sample prior to ignition: 2023.4 g
Mass Loss: 106.5 g
Mass of aggregate remaining after ignition: 1916.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.46 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.80 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2024AC-SP-0071pdf105.06 KB10/09/20242024-09-27-57-1   Info

Test was verified on 10/24/2024 ✔