Test 2021-02-06-4-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 215083
DEA: 07307504
EFIS: 0714000217
DIST-CO-RTE-PM07-LA-101-11.8/31.1
Work DescriptionPLACE RHMA-G, MODIFY RAMP METERING AND SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionLOS ANGELES COUNTY FROM TUJUNGA AVENUE UNDERCROSSING TO LAS VIRGENES ROAD OVERCROSSING
Sample Information
Sample Taken Date2/6/2021 Sample Unique Key4
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 testing2/10/2021
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP 0.5 % LAS
The quantity of what the sample constitutes6 Bags of Aggregate 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 identification0142G-21
The fabricator/manufacturer/facility nameVulcan - Sun Valley 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)91-19-0035
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number226108 SVA3 SJR 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 sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-02-06-4
DIME Test ID: 2021-02-06-4-8
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: 2021-02-22
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 02/16/2021
Bulk dry specific gravity: 2.653
Average uncompacted voids:46.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/22/2021