Test 2015-11-17-8-2 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209060
DEA: 041A2904
EFIS: 0400000482
DIST-CO-RTE-PM04-SON-12-9.6
Work DescriptionREPLACE BRIDGE AND WIDEN APPROACHES.
Location DescriptionSONOMA COUNTY NEAR THE CITY OF SEBASTOPOL AT LAGUNA DE SANTA ROSA BRIDGE
Sample Information
Sample Taken Date11/17/2015 Sample Unique Key8
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 testing1/28/2016
Sample typeAnnual Source Testing A brief description of the sampleFine PCC Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byPlant Last name of sampler or witnessed byEmployee
Title of samplerUnknown Laboratory sample identification16FPCC-0054
The fabricator/manufacturer/facility nameMark West Quarry Transportation Laboratory (TL) Numberc862731
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)91-49-0032
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: 2015-11-17-8
DIME Test ID: 2015-11-17-8-2
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: 2016-03-04
Test Results

What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 02/29/2016
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:1.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/04/2016