Summary for Test 2019-08-28-31-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214437
DEA: 07323104
EFIS: 0716000061
DIST-CO-RTE-PM07-LA-210-R36.0/R40.6
Award DateNot set
Closeout DateNot set
Work DescriptionPSR-TMDL
Location DescriptionLOS ANGELES COUNTY IN IRWINDALE AND AZUSA FROM 0.1 MILE EAST HIGHLAND AVENUE UNDERCROSSING TO SOUTH CITRUS AVENUE OVERCROSSING
QA Service Level1 (Verified on 06/30/2021)

Sample Information

Sample Taken Date08/28/2019 Sample Unique Key31
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 testing08/28/2019
Sample typePer Request A brief description of the sampleNative Soil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byKristopher Last name of sampler or witnessed byBarker
Title of samplerEngineering Geologist Telephone number of sampler909-806-4701
Laboratory sample identification8710 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberK-32310-1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collectedShoulders of I-210, PM 36.0-40.6, BMP Location 183
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-08-28-31
DIME Test ID: 2019-08-28-31-3
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: 2019-10-23

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: Dnilo Ferrer
Date of test: 09/05/2019
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:93 %
Cumulative percent passing the 2 in. sieve:90 %
Cumulative percent passing the 1 1/2 in. sieve:88 %
Cumulative percent passing the 1 in. sieve:82 %
Cumulative percent passing the 3/4 in. sieve:76 %
Cumulative percent passing the 1/2 in. sieve:68 %
Cumulative percent passing the 3/8 in. sieve:63 %
Cumulative percent passing the #4 sieve:53 %
Cumulative percent passing the #8 sieve:49 %
Cumulative percent passing the #16 sieve:43 %
Cumulative percent passing the #30 sieve:36 %
Cumulative percent passing the #50 sieve:28 %
Cumulative percent passing the #100 sieve:20 %
Cumulative percent passing the #200 sieve:14 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/23/2019