Summary for Test 2015-01-06-4-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout DateNot set
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date01/06/2015 Sample Unique Key4
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 testing01/09/2015
Sample typeAcceptance A brief description of the sampleMSC Backfill Materials 2
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byHarold Last name of sampler or witnessed byFrench
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification5008B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSanta Clarita Stockpile Transportation Laboratory (TL) NumberC686459
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 collectedToe of Santa Clarita stockpile
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2015-01-06-4
DIME Test ID: 2015-01-06-4-1
Testing Lab: CT - 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
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 01/05/2015
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:98 %
Cumulative percent passing the 1 in. sieve:94 %
Cumulative percent passing the 3/4 in. sieve:91 %
Cumulative percent passing the 1/2 in. sieve:80 %
Cumulative percent passing the 3/8 in. sieve:73 %
Cumulative percent passing the #4 sieve:62 %
Cumulative percent passing the #8 sieve:53 %
Cumulative percent passing the #16 sieve:43 %
Cumulative percent passing the #30 sieve:33 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:17 %
Cumulative percent passing the #200 sieve:12 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/23/2015