Summary for Test 2019-08-28-25-4

Test performed: CTM 203-February 2008

Project Information

Project IdentifiersProject ID: 214437
DEA: 07323104
EFIS: 0716000061
DIST-CO-RTE-PM07-LA-210-R36.0/R40.6
Award Date06/01/2022
Closeout Date11/25/2024
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 Key25
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 identification8704
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
Bid ItemNot 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 collectedShoulders of I-210, PM 36.0-40.6, BMP Location 174
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-08-28-25
DIME Test ID: 2019-08-28-25-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2019-10-23

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 10/04/2019
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 64 %
Cumulative percent passing the #16 sieve: 57 %
Cumulative percent passing the #30 sieve: 48 %
Cumulative percent passing the #50 sieve: 35 %
Cumulative percent passing the #100 sieve: 21 %
Cumulative percent passing the #200 sieve: 13 %
General comments (publicly viewable) (Max 1000 characters): Hydrometer Combined % in Suspension: 1 hr 3%, 24 hrs 2%

Test was verified on 10/23/2019 ✔