Test 2020-05-11-13-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Sample Information
Sample Taken Date5/11/2020 Sample Unique Key13
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 testing5/14/2020
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP Aggregate
The quantity of what the sample constitutesJMF 6 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byJay Last name of sampler or witnessed byOlsen
Title of sampler Laboratory sample identification0214G-20
The fabricator/manufacturer/facility nameVulcan Materials 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)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number326120 SVA3 VLO 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 Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-05-11-13
DIME Test ID: 2020-05-11-13-6
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-06-02
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 05/27/2020
Clay Level (Test 1): 4.5
Sand Level (Test 1): 4.4
Clay Level (Test 2): 4.6
Sand Level (Test 2): 4.4
Clay Level (Test 3): 4.3
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 98
Sand Equivalent (Test 2): 96
Sand Equivalent (Test 3): 98
Sand Equivalent:98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/02/2020