Summary for Test 2023-05-17-52-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215100
DEA: 071XP904
EFIS: 0720000158
DIST-CO-RTE-PM07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75
Award Date07/30/2020
Closeout Date10/02/2023
Work DescriptionREPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD
Location DescriptionW/B LA-118 RESEDA BLVD
QA Service Level1 (Verified on 06/30/2021)

Sample Information

Sample Taken Date05/17/2023 Sample Unique Key52
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 testing05/19/2023
Sample typeAcceptance A brief description of the sample3/4" HMA-A 220831A SVA LTR
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 identification23-142 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Sun Valley Transportation Laboratory (TL) Number016792
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 Number220831A SVA LTR

Test Details

DIME Sample ID: 2023-05-17-52
DIME Test ID: 2023-05-17-52-2
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: 2023-05-23

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 05/23/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4033.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 6090.2 g
Mass of HMA Sample prior to ignition: 2057.1 g
Mass Loss: 109.7 g
Mass of aggregate remaining after ignition: 1947.4 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: 4.83 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/23/2023