Summary for Test 2023-06-20-25-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994825
DEA: 070W3204
EFIS: 0721000258
DIST-CO-RTE-PM07-LA-164-4.8/6.9
Award Date04/03/2023
Closeout Date01/11/2024
Work DescriptionCONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY FROM GARY AVENUE IN SOUTH EL MONTE TO RUDELL UNDERPASS IN TEMPLE CITY
Location Description07-LA-164-4.8/6.9
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date06/20/2023 Sample Unique Key25
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 testing06/21/2023
Sample typeAcceptance A brief description of the sample3/4" HMA-A 105793
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byAAA Last name of sampler or witnessed byQC
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification23-223 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Irwindale Transportation Laboratory (TL) NumberNPI 004
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 Number105793

Test Details

DIME Sample ID: 2023-06-20-25
DIME Test ID: 2023-06-20-25-2
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: 2023-06-26

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 06/26/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4036.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 6092.0 g
Mass of HMA Sample prior to ignition: 2055.4 g
Mass Loss: 97.1 g
Mass of aggregate remaining after ignition: 1958.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.31 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/26/2023