Summary for Test 2024-01-30-54-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993664
DEA: 073311U4
EFIS: 0719000098
DIST-CO-RTE-PM07-VEN-23,101-R3.3/R3.7,0.2/40.8
Award Date08/31/2022
Closeout DateNot set
Work DescriptionCONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date01/30/2024 Sample Unique Key54
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 testing02/08/2024
Sample typeDepartment Acceptance A brief description of the sample3/8" HMA dike
The quantity of what the sample constitutes36.28 From where was the sample collectedManufacturer
First name of sampler or witnessed byMD Last name of sampler or witnessed byShahjahan
Title of samplerMREA Telephone number of sampler
Laboratory sample identification24-005 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Sun Valley Transportation Laboratory (TL) Number018951
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 Grading3/8 inch Lot number
Sublot number HMA Mix NumberNA

Test Details

DIME Sample ID: 2024-01-30-54
DIME Test ID: 2024-01-30-54-1
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: 2024-02-12

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 02/09/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4023.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5591.6 g
Mass of HMA Sample prior to ignition: 1568.5 g
Mass Loss: 100.6 g
Mass of aggregate remaining after ignition: 1467.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/12/2024