Summary for Test 2024-09-25-44-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994869
DEA: 073237U4
EFIS: 0720000224
DIST-CO-RTE-PM07-VEN-150-13.3/19
Award Date03/27/2023
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location DescriptionVENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
QA Service Level1 (Verified on 06/26/2023)

Sample Information

Sample Taken Date09/25/2024 Sample Unique Key44
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 testing09/26/2024
Sample typeProduction Start-Up A brief description of the sample3/4" HMA A SP R25 .50% LAS
The quantity of what the sample constitutes20 BX HMA 4 QT PG58-16 1 QT LAS 4 BGS CMB AGG 2 BGS RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byKEVIN Last name of sampler or witnessed byHOPKINS
Title of sampler Telephone number of sampler
Laboratory sample identification0501A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan saticoy 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 Grading3/4 inch Lot number
Sublot number HMA Mix Number220200 SAT LTR

Test Details

DIME Sample ID: 2024-09-25-44
DIME Test ID: 2024-09-25-44-4
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: 2024-12-17

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Antonio Torres
Date of test: 09/28/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2136 g
Mass Loss: 114.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.41 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.07 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.87 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/17/2024