Summary for Test 2022-05-17-55-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214451
DEA: 07303704
EFIS: 0714000035
DIST-CO-RTE-PM07-LA-101-8.0/27.3
Award Date12/19/2019
Closeout Date05/07/2024
Work DescriptionREPLACE CONCRETE BARRIERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date05/17/2022 Sample Unique Key55
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 testing06/02/2022
Sample typeDepartment Acceptance A brief description of the sampleHMA type A
The quantity of what the sample constitutesNA From where was the sample collectedSource
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of samplerTE Civil Telephone number of sampler562-345-3129
Laboratory sample identification22-0140 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt-Irwindale Transportation Laboratory (TL) Number924154
Inspector Lot Number from the Transportation Laboratory (TL) Form924154 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: 2022-05-17-55
DIME Test ID: 2022-05-17-55-2
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: 2022-06-03

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 06/03/2022
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: 2036.3 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1934.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.32 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 4.70 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/3/2022