Summary for Test 2024-04-15-20-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215697
DEA: 07318204
EFIS: 0715000286
DIST-CO-RTE-PM07-LA-Route 1-4.0/4.2
Award DateNot set
Closeout DateNot set
Work DescriptionCM/GC Project - Work consists of constructing secant wall and slope restoration
Location Descriptionnear Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
QA Service Level1 (Verified on 08/26/2021)

Sample Information

Sample Taken Date04/15/2024 Sample Unique Key20
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 testing04/16/2024
Sample typeProduction Start-Up A brief description of the sample1/2" HMA-A-SP 15% RAP
The quantity of what the sample constitutes16 BOXES OF HMA, 3BAGS OF AGG, 1 BAG OF RAP, 4 QTS OF BINDER From where was the sample collectedManufacturer
First name of sampler or witnessed byGERARDO Last name of sampler or witnessed byZUBIETA
Title of sampler Telephone number of sampler
Laboratory sample identification0178A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt-Irwindale Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number104775

Test Details

DIME Sample ID: 2024-04-15-20
DIME Test ID: 2024-04-15-20-4
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-07-05

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Antonio Torres
Date of test: 04/17/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1,683.0 g
Mass Loss: 95.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.16 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.35 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/5/2024