Test 2014-01-30-10478802-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 2358
DEA: 044A3304
EFIS: 0400001126
DIST-CO-RTE-PM04-SCL-101-48.7/52.0
Work DescriptionCONSTRUCT AUXILIARY LANES ,EXTEND EXIST. HOV LANES IN BOTH DIRECTION.
Location DescriptionSANTA CLARA COUNTY IN MOUNTAIN VIEW AND PALO ALTO FROM 0.1 MILE NORTH OF SHORELINE BOULEVARD OVERCROSSING TO OREGON EXPRESSWAY OVERCROSSING
Sample Information
Sample Taken Date1/30/2014 Sample Unique Key10478802
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 testing12/12/2013
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 byMoaid Last name of sampler or witnessed byLaymoun
Title of samplerNot set Laboratory sample identification14CPCC-0034 C713884
The fabricator/manufacturer/facility nameCemex - Eliot 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)91-01-0009
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 collectedStockpile
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: 2014-01-30-10478802
DIME Test ID: 2014-01-30-10478802-1
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: 2014-02-03
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 01/30/2014
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:8.1 %
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 1000 characters):

Test was verified on 02/03/2014