Test 2019-02-18-7-2 (CTM 217-June 2011) Summary

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 Date2/18/2019 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 testing2/18/2019
Sample typeAggregate Prequalification Program A brief description of the sampleConcrete Sand
The quantity of what the sample constitutesproduction stockpile. From where was the sample collectedSource
First name of sampler or witnessed byEric Last name of sampler or witnessed byGifford
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Materials Perkins Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-34-0045::ASPEN IV SOUTH
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 collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot number1
Sublot number1 HMA Design ID
Test Details
DIME Sample ID: 2019-02-18-7
DIME Test ID: 2019-02-18-7-2
Testing Lab: Teichert Materials - Sacramento
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-03-27
Test Results

Number of tests: 3
Input Type: Calculated
Tester's full name: Eric Gifford
Date of test: 03/08/2019
Temperature correction:0
Temperature of solution:22
Clay reading (test 1):47
Sand reading (test 1):40
Clay reading (test 2):48
Sand reading (test 2):40
Clay reading (test 3):47
Sand reading (test 3):41
Sand equivalent (test 1):86
Sand equivalent (test 2):84
Sand equivalent (test 3):88
Sand equivalent before temperature correction:86
Sand equivalent after temperature correction:86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/27/2019