Test 2019-11-14-16-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 212363
DEA: 07333404
EFIS: 0716000306
DIST-CO-RTE-PM07---
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date11/14/2019 Sample Unique Key16
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 testing11/22/2019
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesPSUE 10 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Sun Valley Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0694G-19
The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock Creek 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)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample226108 SVA3 SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-11-14-16
DIME Test ID: 2019-11-14-16-8
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: 2020-05-07
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/26/2019
Bulk dry specific gravity: 2.665
Average uncompacted voids:46.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/07/2020