Summary for Test 2019-04-17-38-2

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 Date04/17/2019 Sample Unique Key38
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing04/17/2019
Sample typeQuality Control A brief description of the sample3/4 inch HMA-SP
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byEscobar
Title of samplerQA Technician Telephone number of sampler209-234-3571
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceStockpile
Aggregate Size3/4 inch Aggregate SourceUnknown
RAP StockpileContinuous Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-17-38
DIME Test ID: 2019-04-17-38-2
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-07-02

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 04/17/2019
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 6.66 %
General comments (publicly viewable) (Max 1000 characters): RAP Saple 3A T-308

Test was verified on 7/2/2019