Summary for Test 2024-09-26-120-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993387
DEA: 07323404
EFIS: 0716000064
DIST-CO-RTE-PM07-LA-5-R59.5/R67.9
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date09/26/2024 Sample Unique Key120
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 testing09/28/2024
Sample typeAcceptance A brief description of the sample3/4" HMA-A 220200M IRW SJR
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byVICTOR Last name of sampler or witnessed byPham
Title of samplerTET Telephone number of sampler
Laboratory sample identification24-300 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Irwindale Transportation Laboratory (TL) Number0926A2
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 Number220200M IRW SJR

Test Details

DIME Sample ID: 2024-09-26-120
DIME Test ID: 2024-09-26-120-2
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: 2024-12-10

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 10/17/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4,034.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 6,082.7 g
Mass of HMA Sample prior to ignition: 2,048.4 g
Mass Loss: 97.7 g
Mass of aggregate remaining after ignition: 1,950.7 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: 4.77 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/10/2024