Test 2014-12-18-5-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 7796
DEA: 04014084
EFIS: 0412000666
DIST-CO-RTE-PM04-ALA-80-2.2
Work DescriptionCONSTRUCT ROADWAY, BUILDINGS, PARKING LOTS, AND LIGHTING SYSTEM
Location DescriptionALAMEDA COUNTY AT THE SAN FRANCISCO - OAKLAND BAY BRIDGE MAINTENANCE YARD
Sample Information
Sample Taken Date12/18/2014 Sample Unique Key5
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 testing3/18/2015
Sample typeAnnual Source Testing A brief description of the sample1x4
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byMahantesh Last name of sampler or witnessed byAnigol
Title of samplerUnknown Laboratory sample identification15CPCC-0154
The fabricator/manufacturer/facility nameHanson Clayton Transportation Laboratory (TL) NumberC863731
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)91-07-0003
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: 2014-12-18-5
DIME Test ID: 2014-12-18-5-1
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: 2015-04-08
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 03/18/2015
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: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
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: no data
Weighted Average Percent Loss of Coarse Aggregate:1.9 %
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
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/08/2015