Test 2013-05-06-9029812-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 34
DEA: 01262004
EFIS: 0100000005
DIST-CO-RTE-PM01-MEN-101-43.5/49.0
Work DescriptionCONSTRUCT 2 LANE HIGHWAY ON NEW ALIGNMENT.
Location DescriptionNEAR WILLITS FROM 0.8 KM S HEAHL OH TO 0.8 KM N OF REYNOLDS HIGHWAY (WILLITS BYPASS)
Sample Information
Sample Taken Date5/6/2013 Sample Unique Key9029812
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 testing5/6/2013
Sample typeQuality Control A brief description of the samplecement
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byS Last name of sampler or witnessed byDonnelly
Title of samplerTET Laboratory sample identificationCM155506
The fabricator/manufacturer/facility nameNorCal Transportation Laboratory (TL) NumberUnknown
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)t
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 collectedWillits Stockpile
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: 2013-05-06-9029812
DIME Test ID: 2013-05-06-9029812-1
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: 2013-05-06
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 05/06/2013
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:3.9 %
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 05/06/2013