Test 2020-08-04-24-8 (CTM 217-June 2011) Summary

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Project Information
Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date8/4/2020 Sample Unique Key24
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 testing8/4/2020
Sample typeAggregate Prequalification Program A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byManolito Last name of sampler or witnessed byLimos Jr
Title of samplerVulcan QC Laboratory sample identification1520
The fabricator/manufacturer/facility nameVulcan Irwindale Transportation Laboratory (TL) NumberSRL-1520
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)Fish Canyon Quarry, SMARA # 91-19-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSource, Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-08-04-24
DIME Test ID: 2020-08-04-24-8
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-08-20
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 08/05/2020
Temperature correction:0
Temperature of solution:73
Clay reading (test 1):5.1
Sand reading (test 1):4.1
Clay reading (test 2):5.2
Sand reading (test 2):4
Sand equivalent (test 1):81
Sand equivalent (test 2):77
Sand equivalent before temperature correction:79
Sand equivalent after temperature correction:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/20/2020