Test 2020-06-03-33-5 (CTM 214-August 2010) 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 Date6/3/2020 Sample Unique Key33
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing6/8/2020
Sample typeAggregate Prequalification Program A brief description of the sampleFine Aggregate
The quantity of what the sample constitutes60 lbs From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byReno
Title of samplerQC Field Technician Laboratory sample identificationM-50
The fabricator/manufacturer/facility nameHolliday Rock Mojave 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 or name of Pit)91-15-0080
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 collectedfrom a stock production pile
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: 2020-06-03-33
DIME Test ID: 2020-06-03-33-5
Testing Lab: Holliday Rock Co., Inc.
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-09-22
Test Results

What size aggregate is being tested?: Fine and Coarse Aggregate
Input Type: Calculated
Tester's full name: E. Saucedo
Date of test: 09/08/2020
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.2 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.3 %
Percentage Loss of material retained on #4 sieve: 0.3 %
Percentage Loss of material retained on #8 sieve: 1.1 %
Percentage Loss of material retained on #16 sieve: 0.8 %
Percentage Loss of material retained on #30 sieve: 0.8 %
Percentage Loss of material retained on #50 sieve: 1.3 %
Percentage Loss of material retained on #100 sieve: 1.2 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: 0.5 %
Weighted Average Percent Loss of Coarse Aggregate:0.3 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum):no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum):no data
Weighted Average Percent Loss of Fine Aggregate:1.0 %
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Test was verified on 09/22/2020