Test 2015-08-07-10-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 210208
DEA: 023E7304
EFIS: 0200020157
DIST-CO-RTE-PM02-SIS-5-68.3
Work DescriptionREPLACE BRIDGE
Location DescriptionSISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
Sample Information
Sample Taken Date8/7/2015 Sample Unique Key10
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 testing8/17/2015
Sample typeAcceptance A brief description of the sampleSand
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byBob Last name of sampler or witnessed byThompson
Title of samplerUnknown Laboratory sample identification15FPCC-0347
The fabricator/manufacturer/facility nameMoore Sand and Gravel Transportation Laboratory (TL) NumberC847801B
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)NA
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 HMA Design ID
Test Details
DIME Sample ID: 2015-08-07-10
DIME Test ID: 2015-08-07-10-1
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: 2015-09-10
Test Results

What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 09/10/2015
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:1.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/10/2015