Test 2019-05-08-19-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 213603
DEA: 07301504
EFIS: 0714000020
DIST-CO-RTE-PM07-LA-1,10-R34.6/35.2,R2.1/18.4
Work DescriptionREPLACING CONCRETE AND AC PAVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION
Sample Information
Sample Taken Date5/8/2019 Sample Unique Key19
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 testing5/16/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesJMF 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0276G-19
The fabricator/manufacturer/facility nameVulcan, Reliance Irwindale 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)91-19-0016::RELIANCE - IRWINDALE
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample326120 IRW LTR
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 Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-05-08-19
DIME Test ID: 2019-05-08-19-8
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: 2019-06-06
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 05/30/2019
Bulk dry specific gravity: 2.667
Average uncompacted voids:47.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/30/2019