Summary for Test 2021-12-28-5-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214620
DEA: 07309304
EFIS: 0714000281
DIST-CO-RTE-PM07-LA-210,405,605-Various
Award Date03/18/2020
Closeout Date07/26/2022
Work DescriptionREINFORCE STRUCTURAL CONCRETE BRIDGE AND PLACE RHMA SHOULDER PAVING.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date12/28/2021 Sample Unique Key5
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 testing01/03/2022
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 byVictor Last name of sampler or witnessed byPham
Title of samplerTET Telephone number of sampler
Laboratory sample identification21-0470 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Corona Transportation Laboratory (TL) Number1221H1
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 NumberNot set

Test Details

DIME Sample ID: 2021-12-28-5
DIME Test ID: 2021-12-28-5-2
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: 2022-01-04

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 01/04/2022
Test procedure used?: Method A
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2024.2 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1923.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.61 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/4/2022