Summary for Test 2022-03-11-28-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215609
DEA: 074W9404
EFIS: 0720000196
DIST-CO-RTE-PM07-LA-101-0.0/1.0
Award Date05/06/2021
Closeout Date07/14/2022
Work DescriptionCOLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date03/11/2022 Sample Unique Key28
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 testing03/22/2022
Sample typeAcceptance A brief description of the sample1/2" RWMA-G 300191 RWMA-G
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 identification22-0075 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Material-Irwindale Transportation Laboratory (TL) Number007049
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-11-28
DIME Test ID: 2022-03-11-28-2
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 (Asphalt Binder Content)
Test Release Date: 2022-03-24

Test Results


Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 03/23/2022
Test procedure used?: Method A
Mass of HMA prior to ignition: 1543.5 g
Mass of aggregate remaining after ignition: 1418.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.09 %
Moisture Content: 0 %
Test Temperature: 1000.4 F
Asphalt Binder Content: 7.98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/24/2022