Test 2020-08-04-24-11 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 66666
EFIS: 0019000052
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: 2020-08-04-24-11
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-08-20
Test Results

What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Nader Rashidi-Ghader
Date of test: 08/18/2020
Percentage Loss of material retained on #8 sieve: 4.0 %
Percentage Loss of material retained on #16 sieve: 3.6 %
Percentage Loss of material retained on #30 sieve: 4.7 %
Percentage Loss of material retained on #50 sieve: 9.7 %
Percentage Loss of material retained on #100 sieve: 9.7 %
Weighted Average Percent Loss of Fine Aggregate:6.1 %
General comments (publicly viewable) (Max 1000 characters): Standard % Aggregate was used for calculation: No.8 Sieve=22% No.16 Sieve=19% No.30 Sieve=24% No.50 Sieve=20% No.100 Sieve=15%

Test was verified on 08/20/2020