Summary for Test 2019-04-01-28-3

Test performed: AASHTO T209-12

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/01/2019 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing04/01/2019 Sample typeQuality Control
A brief description of the sample-3/8 inch RAP The quantity of what the sample constitutesMix Design
From where was the sample collectedSource First name of sampler or witnessed byCGI
Last name of sampler or witnessed byCGI Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShaw Pit 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 SourceShaw Pit Facility
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-01-28
DIME Test ID: 2019-04-01-28-3
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-05-08

Test Results


Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: CGI
Date of test: 04/01/2019
Specific Gravity for Sample 1: 2.56
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019 ✔