Summary for Test 2024-07-08-50-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 19
DEA: 010A7704
EFIS: 0100020390
DIST-CO-RTE-PM01-DN-101-21.0/21.5
Award DateNot set
Closeout Date04/09/2013
Work DescriptionRepair Slipout
Location DescriptionNear Crescent City from Crushing Creek Viaduct to .5 miles of the viaduct
QA Service Level1 (Verified on 03/07/2011)

Sample Information

Sample Taken Date07/08/2024 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing07/09/2024 Sample typeQuality Assurance
A brief description of the sampleHot mix asphalt in boxes The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byIGNACIO
Last name of sampler or witnessed byARECHIGA Title of samplerQC Manager
Telephone number of sampler5102077252 Laboratory sample identificationRich_24_ 082
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra Materials Richmond
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix NumberL210140WMA
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: 2024-07-08-50
DIME Test ID: 2024-07-08-50-2
Testing Lab: CT D04 - Richmond Field Laboratory
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: 2024-07-15

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/09/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2110.0 g
Mass Loss: 128.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.95 %
General comments (publicly viewable) (Max 1000 characters): Correction factor Burn sample 1 of 2

Test was verified on 7/15/2024 ✔