Test 2015-04-23-12-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209676
DEA: 023E7904
EFIS: 0200020151
DIST-CO-RTE-PM02-TRI-299-12.3/12.9
Work DescriptionCollins Bar Sidehill Viaduct
Location DescriptionTrinity County
Sample Information
Sample Taken Date4/23/2015 Sample Unique Key12
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 testing6/8/2015
Sample typeVerification A brief description of the sampleFine
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byNicole Last name of sampler or witnessed byMallory
Title of samplerUnknown Laboratory sample identification15ASPH-0273
The fabricator/manufacturer/facility nameJF Shea Transportation Laboratory (TL) NumberC847788B
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017
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 Size
The concrete mix design number Lot numberNot set
Sublot numberNot set JMF Verification ID
Test Details
DIME Sample ID: 2015-04-23-12
DIME Test ID: 2015-04-23-12-1
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: 2015-06-22
Test Results

What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 06/08/2015
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Weighted Average Percent Loss of Fine Aggregate:0.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/22/2015