Summary for Test 2025-11-19-55-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000657
DEA: 07351124
EFIS: 0722000308
DIST-CO-RTE-PM07-LA, -2,10,57,60,210,etc.-Var
Award Date12/24/2024
Closeout DateNot set
Work DescriptionINSTALL AND REPLACE CCTV CAMERA SYSTEMS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/30/2024)

Sample Information

Sample Taken Date11/19/2025 Sample Unique Key55
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 testing12/01/2025
Sample typeAcceptance A brief description of the sample3/4" WMA-A
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byVICTOR Last name of sampler or witnessed byPham
Title of samplerTET Telephone number of sampler
Laboratory sample identification25-1180 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Corona Transportation Laboratory (TL) Number003849
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 Number103793
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: 2025-11-19-55
DIME Test ID: 2025-11-19-55-2
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: 2025-12-09

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 12/02/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4054.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 6163.9 g
Mass of HMA Sample prior to ignition: 2109.2 g
Mass Loss: 100.2 g
Mass of aggregate remaining after ignition: 2009.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.24 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.51 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/9/2025