Test 2020-04-14-27-2 (CTM 217-June 2011) 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 Date4/14/2020 Sample Unique Key27
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 testing4/20/2020
Sample typeAcceptance A brief description of the sampleWCS
The quantity of what the sample constitutes1 bag, 60 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byKEVIN Last name of sampler or witnessed byHOPKINS
Title of samplerMREA Laboratory sample identification9847
The fabricator/manufacturer/facility nameNRM Sun Valley Transportation Laboratory (TL) NumberC041420C
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)91-19-0020
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedna
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberS72001 S62578 Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-04-14-27
DIME Test ID: 2020-04-14-27-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-05-04
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/25/2020
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):4.6
Sand reading (test 1):3.9
Clay reading (test 2):4.6
Sand reading (test 2):3.8
Sand equivalent (test 1):85
Sand equivalent (test 2):83
Sand equivalent before temperature correction:84
Sand equivalent after temperature correction:84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/04/2020