Test 2017-12-22-8-7 (AASHTO T209-12) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date12/22/2017 Sample Unique Key8
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 testing12/22/2017
Sample typeQuality Control A brief description of the sampleRAP Sample
The quantity of what the sample constitutesUnknown Quantity From where was the sample collectedSource
First name of sampler or witnessed byRAP First Name Last name of sampler or witnessed byRAP Last Name
Title of samplerRAP Engineer Laboratory sample identificationRAP Sample ID
The fabricator/manufacturer/facility nameMustang Facility Sparks NV Transportation Laboratory (TL) NumberRAP TL Number
Inspector Lot Number from the Transportation Laboratory (TL) FormRAP TL Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceRAP Source ID
Aggregate Size3/4 Aggregate SourceMustang Facility Sparks NV
RAP StockpileStatic Stockpile Size (tons)RAP Size
HMA Design ID JMF3512-2017-11
Test Details
DIME Sample ID: 2017-12-22-8
DIME Test ID: 2017-12-22-8-7
Testing Lab: CT QAM - Sacramento Field Laboratory
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: 2017-12-29
Test Results

Number of tests: 3
Mass Determination: Air
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/22/2017
Specific Gravity for Sample 1:2.459
Specific Gravity for Sample 2:2.471
Specific Gravity for Sample 3:2.461
Average Specific Gravity:2.464
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2017