Summary for Test 2014-12-11-2-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 210199
DEA: 07286301
EFIS: 0713000216
COOP: 074932
DIST-CO-RTE-PM07-LA--66/70
Award DateNot set
Closeout DateNot set
Work DescriptionWiden Route 138 to 4 lanes with a median turn lane and standard width shoulder.
Location DescriptionIN LOS ANGELES COUNTY IN PALMDALE FROM 0.4 MILE WEST OF 190TH STREET EAST TO ROUTE 18 JUNCTION
QA Service Level2 (Verified on 02/02/2015)

Sample Information

Sample Taken Date12/11/2014 Sample Unique Key2
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 testing12/11/2014
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byKristopher Last name of sampler or witnessed byBarker
Title of samplerEngineering Geologist Telephone number of samplerUnknown
Laboratory sample identification4334B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameA 14 001 S 1 Transportation Laboratory (TL) NumberC707710 S1
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 collectedA 14 001 S1
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2014-12-11-2
DIME Test ID: 2014-12-11-2-1
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: 2015-02-23

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: 12/31/2014
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:95 %
Cumulative percent passing the 1/2 in. sieve:93 %
Cumulative percent passing the 3/8 in. sieve:92 %
Cumulative percent passing the #4 sieve:88 %
Cumulative percent passing the #8 sieve:83 %
Cumulative percent passing the #16 sieve:73 %
Cumulative percent passing the #30 sieve:60 %
Cumulative percent passing the #50 sieve:46 %
Cumulative percent passing the #100 sieve:33 %
Cumulative percent passing the #200 sieve:23.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/23/2015