Summary for Test 2023-10-19-29-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award Date11/17/2020
Closeout Date09/24/2024
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date10/19/2023 Sample Unique Key29
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 testing10/25/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A 13762
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byEsequiel Last name of sampler or witnessed byOrtega
Title of samplerQC Telephone number of sampler
Laboratory sample identification23-487 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula Transportation Laboratory (TL) Number018580
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 Number13762

Test Details

DIME Sample ID: 2023-10-19-29
DIME Test ID: 2023-10-19-29-2
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: 2023-10-27

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 10/25/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4022.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 6037.3 g
Mass of HMA Sample prior to ignition: 2014.5 g
Mass Loss: 106.0 g
Mass of aggregate remaining after ignition: 1908.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.33 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2023