Summary for Test 2014-11-13-7-3

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 Date11/13/2014 Sample Unique Key7
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 testing11/14/2014
Sample typeAcceptance A brief description of the sampleImported Structure Backfill
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byCalvin Last name of sampler or witnessed byDao
Title of samplerTEC Telephone number of samplerUnknown
Laboratory sample identification4312B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRW 13 Transportation Laboratory (TL) NumberC 0007
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedRW 13
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2014-11-13-7
DIME Test ID: 2014-11-13-7-3
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: 2015-02-23

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
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: 11/17/2014
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 88 %
Cumulative percent passing the #16 sieve: 77 %
Cumulative percent passing the #30 sieve: 58 %
Cumulative percent passing the #50 sieve: 31 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 7.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/23/2015