Test 2014-10-05-1-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date10/5/2014 Sample Unique Key1
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 testing10/7/2014
Sample typeAcceptance A brief description of the sampleSoil for Structure Backfill
The quantity of what the sample constitutesUnknown From where was the sample collectedSource
First name of sampler or witnessed byMian Last name of sampler or witnessed byAli
Title of samplerAssistant RE Laboratory sample identification4281B
The fabricator/manufacturer/facility name3rd St off from 710 Northbound Transportation Laboratory (TL) Number
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 collected3rd St off from 710 Northbound
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2014-10-05-1
DIME Test ID: 2014-10-05-1-1
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: 2015-02-20
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: Danilo Ferrer
Date of test: 10/08/2014
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:99 %
Cumulative percent passing the 3/4 in. sieve:98 %
Cumulative percent passing the 1/2 in. sieve:96 %
Cumulative percent passing the 3/8 in. sieve:94 %
Cumulative percent passing the #4 sieve:90 %
Cumulative percent passing the #8 sieve:81 %
Cumulative percent passing the #16 sieve:69 %
Cumulative percent passing the #30 sieve:55 %
Cumulative percent passing the #50 sieve:41 %
Cumulative percent passing the #100 sieve:31 %
Cumulative percent passing the #200 sieve:26.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015