Summary for Test 2019-04-01-36-3

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 Key36
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 testing04/01/2019
Sample typeQuality Control A brief description of the sample3/4-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesMix Design From where was the sample collectedManufacturer
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

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number0
Sublot number0 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-01-36
DIME Test ID: 2019-04-01-36-3
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: 2.464
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019