Summary for Test 2013-11-19-9002704-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 3959
DEA: 072159C4
EFIS: 0700000339
DIST-CO-RTE-PM07-LA-5-001.8/003.0
Award Date08/19/2011
Closeout Date08/16/2018
Work DescriptionCARMENITA INTERCHANGE IMPROVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/01/2012)

Sample Information

Sample Taken Date11/19/2013 Sample Unique Key9002704
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 testing11/21/2013
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes2 Bags 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 identification3298B Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameWindrow 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 collectedWindrow
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: 2013-11-19-9002704
DIME Test ID: 2013-11-19-9002704-1
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?: Combined Gradation
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: Danilo Ferrer
Date of test: 11/25/2013
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 96 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015