Summary for Test 2014-06-23-10004262-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 208788
DEA: 080R6504
EFIS: 0812000132
Award Date06/12/2013
Closeout Date02/02/2015
QA Service Level1 (Verified on 04/16/2014)

Sample Information

Sample Taken Date06/23/2014 Sample Unique Key10004262
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/03/2014
Sample typeDepartment Acceptance A brief description of the sampleKwikbobond Top Sand
The quantity of what the sample constitutes1 Bag From where was the sample collectedOther
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identification4186B Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameUnknown 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)Unknown
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 collectedUnknown
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: 2014-06-23-10004262
DIME Test ID: 2014-06-23-10004262-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-02-20

Test Results

What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 07/14/2014
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 65 %
Cumulative percent passing the #16 sieve: 3 %
Cumulative percent passing the #30 sieve: 1 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015