Summary for Test 2024-06-03-55-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995533
DEA: 070W7104
EFIS: 0723000034
DIST-CO-RTE-PM07-LA-105-R13.4/R18.1
Award Date03/05/2024
Closeout Date03/14/2025
Work DescriptionDIGOUT, SLURRY SEAL, COLD PLANE OVERLAY, AND PAVEMENT DELINEATION.
Location DescriptionLOS ANGELES COUNTY FROM LOS ANGELES RIVER BRIDGE SEPARATION IN PARAMOUNT TO STUDEBAKER ROAD IN NORWALK
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date06/03/2024 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing06/04/2024 Sample typeAcceptance
A brief description of the sample3/4" RHMA-G 106835 The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of samplerTET
Telephone number of sampler Laboratory sample identification24-106
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA Irwindale
Transportation Laboratory (TL) Number018925 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number106835
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-06-03-55
DIME Test ID: 2024-06-03-55-2
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: 2024-06-10

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 06/05/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4025.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 6097.8 g
Mass of HMA Sample prior to ignition: 2072.3 g
Mass Loss: 147.7 g
Mass of aggregate remaining after ignition: 1924.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.03 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.10 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/10/2024 ✔