Summary for Test 2025-06-10-108-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995193
DEA: 07356604
EFIS: 0719000026
DIST-CO-RTE-PM07-LA-605-R10.2/20.2
Award Date04/04/2024
Closeout DateNot set
Work DescriptionLANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
QA Service Level1 (Verified on 10/03/2023)

Sample Information

Sample Taken Date06/10/2025 Sample Unique Key108
Date that the sample was received by the laboratory/organization performing the testing06/13/2025 Sample typeAcceptance
A brief description of the sample3/4" RHMA-G The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byGerardo
Last name of sampler or witnessed byZubieta Title of samplerTEC
Telephone number of sampler Laboratory sample identification25-304
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA Irwindale
Transportation Laboratory (TL) Number061025 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number106835
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: 2025-06-10-108
DIME Test ID: 2025-06-10-108-2
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: 2025-07-14

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 06/24/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4093.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 6169.8 g
Mass of HMA Sample prior to ignition: 2076.4 g
Mass Loss: 164.1 g
Mass of aggregate remaining after ignition: 1912.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.33 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.57 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2025 ✔