Summary for Test 2019-09-25-10-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/25/2019 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Control A brief description of the sample3/4inch HMA-SP RAP WMA PG 64-16
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byMarina Last name of sampler or witnessed byKamel
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar industry Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-48-0002::LAKE HERMAN QUARRY
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID JMF3512-2019-129-411101510-LB_0919

Test Details

DIME Sample ID: 2019-09-25-10
DIME Test ID: 2019-09-25-10-6
Testing Lab: CT HQ - Hot Mix Asphalt Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2019-10-16

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Lake Herman Lab
Date of test: 09/25/2019
Bulk dry specific gravity: 2.657
Average uncompacted voids:47 %
General comments (publicly viewable) (Max 1000 characters): Aggregate Quality sample T-Fine aggregate angularity %

Test was verified on 10/16/2019