Summary for Test 2023-06-12-42-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214493
DEA: 07311704
EFIS: 0715000013
DIST-CO-RTE-PM07-LA-134-0.0/R13.3
Award Date04/16/2020
Closeout Date07/09/2024
Work DescriptionCONCRETE SLAB REPLACEMENT, HMA PAVING, ELECTRICAL AND LANDSCAPE WORK.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES, BURBANK, GLENDALE AND PASADENA FROM ROUTE 101/134 SEPARATION TO JUNCTION OF ROUTE 210/710
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date06/12/2023 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing06/19/2023 Sample typeDepartment Acceptance
A brief description of the sample1/2" RHMA-G 106836 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 identification23-197
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA-Irwindale
Transportation Laboratory (TL) Number018575 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 Grading1/2 inch Lot number
Sublot number HMA Mix Number106836
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: 2023-06-12-42
DIME Test ID: 2023-06-12-42-2
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: 2023-06-19

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 06/19/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4010.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5582.8 g
Mass of HMA Sample prior to ignition: 1572.7 g
Mass Loss: 121.1 g
Mass of aggregate remaining after ignition: 1451.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.22 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.48 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2023 ✔