Summary for Test 2023-09-07-54-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993807
DEA: 07353304
EFIS: 0718000272
DIST-CO-RTE-PM07-LA-110-23.1
Award Date11/03/2022
Closeout DateNot set
Work DescriptionREPLACE BRIDGE RAILING WITH CONCRETE BARRIER. AND UPGRADE LIGHTING.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT THIRD STREET OVERCROSSING
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date09/07/2023 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 testing09/19/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" WMA-A 220826 SVA VLO
The quantity of what the sample constitutes750 Tons 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 identification23-443 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Sun Valley Transportation Laboratory (TL) Number015700
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 Number220826 SVA VLO

Test Details

DIME Sample ID: 2023-09-07-54
DIME Test ID: 2023-09-07-54-2
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: 2023-09-21

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 09/20/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4028.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 6166.2 g
Mass of HMA Sample prior to ignition: 2138.0 g
Mass Loss: 111.3 g
Mass of aggregate remaining after ignition: 2026.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.50 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.71 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/21/2023