Test 2019-04-01-36-4 (AASHTO T269-14) 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 Date4/1/2019 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 testing4/1/2019
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 Laboratory sample identification
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 Design ID JMF3512-2019-99-19-1278.105A
Test Details
DIME Sample ID: 2019-04-01-36
DIME Test ID: 2019-04-01-36-4
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2019-05-08
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: CGI
Date of test: 04/01/2019
Bulk Specific Gravity: 2.364
Bulk Specific Gravity 2: 2.360
Bulk Specific Gravity 3: 2.370
Theoretical Maximum Specific Gravity: 2.464
Percent Air Voids: 4.1 %
Percent Air Voids 2: 4.2 %
Percent Air Voids 3: 3.8 %
Percent Air Voids Average:4.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/08/2019