Summary for Test 2014-01-30-10525671-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 2358
DEA: 044A3304
EFIS: 0400001126
DIST-CO-RTE-PM04-SCL-101-48.7/52.0
Award Date11/17/2011
Closeout Date01/20/2016
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
QA Service Level1 (Verified on 03/09/2012)

Sample Information

Sample Taken Date01/30/2014 Sample Unique Key10525671
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 testing01/14/2014
Sample typeAnnual Source Testing A brief description of the sample3/8/2014
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 Telephone number of samplerNot set
Laboratory sample identification14CPCC-0035 C713886 Linked DIME Sample IDNot set
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, name of Pit or Job Site)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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-01-30-10525671
DIME Test ID: 2014-01-30-10525671-1
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: 5.5 %
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 2/3/2014