Test 2019-06-04-7-6 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date6/4/2019 Sample Unique Key7
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 testing6/6/2019
Sample typeVerification A brief description of the sample3/4 HMA-A R10
The quantity of what the sample constitutesPSE 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMicheal Last name of sampler or witnessed byBrooks
Title of samplerQC Technician Laboratory sample identification0326A-19
The fabricator/manufacturer/facility nameVulcan 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)Vulcan Irwindale
The fabricator's/manufacturer's product name for the sample3/4 HMA-A R10 The fabricator/manufacturer designation for the sample220805 IRW VLO
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-04-7
DIME Test ID: 2019-06-04-7-6
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-07-03
Test Results

Number of tests: 3
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 06/10/2019
Temperature correction:0
Temperature of solution:73
Clay reading (test 1):5
Sand reading (test 1):3.8
Clay reading (test 2):4.9
Sand reading (test 2):3.6
Clay reading (test 3):4.8
Sand reading (test 3):3.5
Sand equivalent (test 1):76
Sand equivalent (test 2):74
Sand equivalent (test 3):73
Sand equivalent before temperature correction:75
Sand equivalent after temperature correction:75
General comments (publicly viewable) (Max 250 characters):

Test was verified on 07/03/2019