Summary for Test 2020-05-08-20-3

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date05/08/2020 Sample Unique Key20
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 testing05/08/2020
Sample typeAggregate Prequalification Program A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutesproduction stockpile. From where was the sample collectedManufacturer
First name of sampler or witnessed byMike Last name of sampler or witnessed byKocunik
Title of sampler Telephone number of sampler916-386-6974
Laboratory sample identification Linked DIME Sample ID2020-05-08-17
The fabricator/manufacturer/facility nameTeichert Materials Perkins 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, name of Pit or Job Site)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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-08-20
DIME Test ID: 2020-05-08-20-3
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-06-17

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 06/15/2020
Mass of material retained on #8 sieve before immersion: 101 grams
Mass of material retained on #16 sieve before immersion: 108 grams
Mass of material retained on #30 sieve before immersion: 104 grams
Mass of material retained on #50 sieve before immersion: 103 grams
Mass of material retained on #100 sieve before immersion: 102 grams
Mass of material retained on #16 sieve after immersion: 93 grams
Mass of material retained on #30 sieve after immersion: 101 grams
Mass of material retained on #50 sieve after immersion: 98 grams
Mass of material retained on #100 sieve after immersion: 97 grams
Mass of material retained on #200 sieve after immersion: 92 grams
Percentage Loss of material retained on #8 sieve: 7.9 %
Percentage Loss of material retained on #16 sieve: 6.5 %
Percentage Loss of material retained on #30 sieve: 5.8 %
Percentage Loss of material retained on #50 sieve: 5.8 %
Percentage Loss of material retained on #100 sieve: 9.8 %
Weighted Average Percent Loss of Fine Aggregate: 7.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2020