Test 2014-03-21-11112993-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 6842
DEA: 04264144
EFIS: 0400002023
DIST-CO-RTE-PM04-NAP,SOL-12-2.8/3.3,0.0/2.6
Work DescriptionWIDEN ROUTE 12 FROM A TWO-LANE TO A FOUR-LANE CONVENTIONAL HIGHWAY
Location DescriptionNAPA AND SOLANO COUNTIES FROM 0.5 MILE WEST OF NAPA COUNTY LINE TO RED TOP ROAD
Sample Information
Sample Taken Date3/21/2014 Sample Unique Key11112993
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 testing3/3/2014
Sample typeAnnual Source Testing A brief description of the sample3/8 Pea Gravel
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byDanilo Last name of sampler or witnessed byPatenia
Title of samplerNot set Laboratory sample identification14CPCC-0097 C872694
The fabricator/manufacturer/facility nameCemex Madison Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-57-0008
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedCache Creek
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-03-21-11112993
DIME Test ID: 2014-03-21-11112993-1
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: 2014-03-21
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 03/21/2014
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:2.1 %
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 250 characters):

Test was verified on 03/21/2014