Summary for Test 2021-09-17-42-5

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 66666
EFIS: 0019000052
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

Sample Information

Sample Taken Date09/17/2021 Sample Unique Key42
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 testing09/17/2021
Sample typeAggregate Prequalification Program A brief description of the sampleWCS, 3/4" and 1" Aggregate
The quantity of what the sample constitutes2 Bags of WCS, 3 Bags of 3/4" and 3 Bags of 1" From where was the sample collectedOther
First name of sampler or witnessed byRaymond Last name of sampler or witnessed byAlcantara
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel 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)NA
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-17-42
DIME Test ID: 2021-09-17-42-5
Testing Lab: RMA Group - Rancho Cucamonga
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2021-10-19

Test Results

What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Jeff Krueger
Date of test: 10/07/2021
Percentage Loss of material retained on #8 sieve: 2.0 %
Percentage Loss of material retained on #16 sieve: 1.0 %
Percentage Loss of material retained on #30 sieve: 1.0 %
Percentage Loss of material retained on #50 sieve: 2.0 %
Percentage Loss of material retained on #100 sieve: 2.0 %
Weighted Average Percent Loss of Fine Aggregate: 1.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2021