Test 2019-05-29-6-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 213693
DEA: 080A0204
EFIS: 0800000011
COOP: 081617
DIST-CO-RTE-PM08---
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date5/29/2019 Sample Unique Key6
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 testing5/30/2019
Sample typeVerification A brief description of the sample3/8 HMA-A-SP R15
The quantity of what the sample constitutesJMF 7 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0310A-19
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample106926
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-05-29-6
DIME Test ID: 2019-05-29-6-8
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2019-07-03
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/10/2019
Bulk dry specific gravity: 2.668
Average uncompacted voids:46.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019