Summary for Test 2019-08-28-22-4
Test performed: CTM 203-February 2008Project Information
Project Identifiers | Project ID: 214437 DEA: 07323104 EFIS: 0716000061 |
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DIST-CO-RTE-PM | 07-LA-210-R36.0/R40.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PSR-TMDL |
Location Description | LOS ANGELES COUNTY IN IRWINDALE AND AZUSA FROM 0.1 MILE EAST HIGHLAND AVENUE UNDERCROSSING TO SOUTH CITRUS AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
Sample Taken Date | 08/28/2019 | Sample Unique Key | 22 |
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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 testing | 08/28/2019 |
Sample type | Per Request | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kristopher | Last name of sampler or witnessed by | Barker |
Title of sampler | Engineering Geologist | Telephone number of sampler | 909-806-4701 |
Laboratory sample identification | 8701 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | K-32310-1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Shoulder of I-210, PM 36.0-40.6, BMP Location 161 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-08-28-22
DIME Test ID: 2019-08-28-22-4
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: 08/29/2019
Cumulative percent passing the 3/8 in. sieve: 55 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 42 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 7.6 %
General comments (publicly viewable) (Max 1000 characters): Hydrometer Combined % in Suspension: 1 hr 2%, 24 hrs 1%
Test was verified on 10/23/2019 ✔