Summary for Test 2020-08-18-29-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 210673
DEA: 042640F4
EFIS: 0400020132
COOP: 042308A3
DIST-CO-RTE-PM04-SON--
Award Date08/08/2019
Closeout Date02/16/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date08/18/2020 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing08/18/2020 Sample typeVerification
A brief description of the sample1/2" HMA w/RAP The quantity of what the sample constitutes2 bags
From where was the sample collectedSource First name of sampler or witnessed byCT Anthony
Last name of sampler or witnessed byValdez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBodean Mark West Quarry
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceMark West Quarry RAP Stockpile
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-18-29
DIME Test ID: 2020-08-18-29-2
Testing Lab: CT D04 - Hayward DME / District 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: 2020-09-02

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/26/2020
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: 1587.4 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1480.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 899.6 F
Corrected Asphalt Binder Content: 6.75 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2020 ✔