Summary for Test 2020-01-17-20-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/17/2020 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing01/17/2020 Sample typeQuality Control
A brief description of the sampleLP-9 Sample for ignition The quantity of what the sample constitutesmultiple bags of RAP
From where was the sample collectedSource First name of sampler or witnessed byDaniel
Last name of sampler or witnessed byMiltz Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSalinas Asphalt Facility
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 SourceSalinas RAP, Continuous
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-17-20
DIME Test ID: 2020-01-17-20-1
Testing Lab: Granite Construction Company - Coastal
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: 2021-02-11

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Gwynn Neilson
Date of test: 11/26/2019
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1424.5 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 4.03 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2021