Summary for Test 2014-09-24-3-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 7427
DEA: 07215934
EFIS: 0700001833
DIST-CO-RTE-PM07-LA-5-2.4/4.0
Award Date08/14/2012
Closeout Date02/20/2020
Work DescriptionWiden and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
QA Service Level1 (Verified on 11/26/2012)

Sample Information

Sample Taken Date09/24/2014 Sample Unique Key3
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 testing09/24/2014
Sample typeAcceptance A brief description of the sampleSoil for Structural Backfill
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byLance Last name of sampler or witnessed byMiller
Title of samplerSoil Tester Telephone number of samplerUnknown
Laboratory sample identification4267B Linked DIME Sample ID0
The fabricator/manufacturer/facility nameStockpile at Bloomfield UC Abut 1 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 collectedStockpile at Bloomfield UC Abut 1
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2014-09-24-3
DIME Test ID: 2014-09-24-3-1
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: 09/25/2014
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 96 %
Cumulative percent passing the #4 sieve: 93 %
Cumulative percent passing the #8 sieve: 91 %
Cumulative percent passing the #16 sieve: 87 %
Cumulative percent passing the #30 sieve: 76 %
Cumulative percent passing the #50 sieve: 57 %
Cumulative percent passing the #100 sieve: 34 %
Cumulative percent passing the #200 sieve: 24.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015