Summary for Test 2025-04-21-34-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000209
DEA: 07352304
EFIS: 0718000220
DIST-CO-RTE-PM07-LA-5-R60.0/R75.0
Award Date06/03/2024
Closeout DateNot set
Work DescriptionREPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD
QA Service Level1 (Verified on 04/22/2024)

Sample Information

Sample Taken Date04/21/2025 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing04/22/2025 Sample typeAcceptance
A brief description of the sample3/4" HMA-A 105793 The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of samplerTET
Telephone number of sampler Laboratory sample identification25-079
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA Irwindale
Transportation Laboratory (TL) Number003790 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 Number105793
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: 2025-04-21-34
DIME Test ID: 2025-04-21-34-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-04-24

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 04/23/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4018.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 6075.5 g
Mass of HMA Sample prior to ignition: 2057.4 g
Mass Loss: 105.3 g
Mass of aggregate remaining after ignition: 1952.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.31 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.81 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2025 ✔