Test 2014-12-12-2-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209040
DEA: 042A2504
EFIS: 0400000813
DIST-CO-RTE-PM04-SCL-152-0.1/5.2
Work DescriptionROADWAY REALIGNMENT AND CONSTRUCT RETAINING WALLS
Location DescriptionSANTA CLARA COUNTY NEAR GILROY AT VARIOUS LOCATIONS FROM 0.2 MILE NORTH OF BELLA VISTA LANE TO 0.2 MILE EAST OF WATSONVILLE ROAD
Sample Information
Sample Taken Date12/12/2014 Sample Unique Key2
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 testing1/7/2015
Sample typeAnnual Source Testing A brief description of the sampleThree Eighths
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byNilesh Last name of sampler or witnessed byPandya
Title of samplerUnknown Laboratory sample identification15CPCC-0026
The fabricator/manufacturer/facility nameTriangle Rock Los Banos Transportation Laboratory (TL) NumberC385662
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)91-24-0009
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: 2014-12-12-2
DIME Test ID: 2014-12-12-2-1
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: 2015-01-29
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 01/07/2015
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:3.6 %
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 01/29/2015