Summary for Test 2023-02-03-38-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date02/03/2023 Sample Unique Key38
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 testing02/08/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutes1600 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerTET Telephone number of sampler
Laboratory sample identificationC10323B Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula 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 TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-02-03-38
DIME Test ID: 2023-02-03-38-2
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: 2023-02-13

Test Results

What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 02/09/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4016.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 6081.7 g
Mass of HMA Sample prior to ignition: 2064.8 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1911.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.05 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 7.36 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/13/2023