Test 2017-04-20-30-3 (AASHTO T209-12) Summary

Project Information
Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
Sample Information
Sample Taken Date4/20/2017 Sample Unique Key30
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 testing4/20/2017
Sample typeQuality Control A brief description of the sampleCombined RAP
The quantity of what the sample constitutesMix Design From where was the sample collectedManufacturer
First name of sampler or witnessed byPEI Last name of sampler or witnessed byPEI
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameTullis Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate SizeUnknown Aggregate SourceUnknown
RAP StockpileStatic Stockpile Size (tons)Unknown
HMA Design ID JMF3512-2018-37-L170860
Test Details
DIME Sample ID: 2017-04-20-30
DIME Test ID: 2017-04-20-30-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2018-04-20
Test Results

Number of tests: 1
Mass Determination: Air
Input Type: Calculated
Tester's full name: PEI
Date of test: 04/20/2017
Specific Gravity for Sample 1:2.550
General comments (publicly viewable) (Max 1000 characters): Data input by Ward Jenkins for PEI during beta.

Test was verified on 04/20/2018