Summary for Test 2025-09-21-20-2

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1001223
DEA: 070W2104
EFIS: 0721000087
DIST-CO-RTE-PM07-LA-2-R18.7
Award Date06/23/2025
Closeout Date05/29/2026
Work DescriptionPLACE CLASS 3 AGGREGATE BASE AND HOT MIX ASPHALT.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER AT 2901 AT WEST BROADWAY
QA Service Level1 (Verified on 07/02/2025)

Sample Information

Sample Taken Date09/21/2025 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing09/22/2025 Sample typeAcceptance
A brief description of the sample1/2 HMA-A The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byArnold
Last name of sampler or witnessed byTruong Title of samplerMREA
Telephone number of sampler Laboratory sample identification25-1024
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials Sun Valley
Transportation Laboratory (TL) NumberA921251 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 Grading1/2 inch Lot number
Sublot number HMA Mix Number320200W SVA VLO
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-09-21-20
DIME Test ID: 2025-09-21-20-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: AASHTO T308-25: 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: 2025-12-12

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 09/23/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4075.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 5674.0 g
Mass of HMA Sample prior to ignition: 1598.4 g
Mass Loss: 88.4 g
Mass of aggregate remaining after ignition: 1510.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.30 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/12/2025 ✔