Summary for Test 2019-04-16-35-3
Test performed: CTM 203-February 2008Project Information
Project Identifiers | Project ID: 214152 DEA: 120Q4204 EFIS: 1217000042 |
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DIST-CO-RTE-PM | 12-ORA-90-4.0 |
Award Date | 06/11/2020 |
Closeout Date | 04/03/2023 |
Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE PAVEMENT DELINEATION. |
Location Description | ORANGE COUNTY IN BREA AT BERRY STREET |
QA Service Level | 1 (Verified on 05/09/2019) |
Sample Information
Sample Taken Date | 04/16/2019 | Sample Unique Key | 35 |
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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 | 04/18/2019 |
Sample type | Per Request | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | 1 ziplock bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Shadi | Last name of sampler or witnessed by | Dweab |
Title of sampler | Telephone number of sampler | (657) 328-6563 | |
Laboratory sample identification | 8553 | Linked DIME Sample ID | 2019-04-16-32 |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | |
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 | Field, A-19-01 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-04-16-35
DIME Test ID: 2019-04-16-35-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2019-06-06
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: Danny Ferrer
Date of test: 04/26/2019
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 95 %
Cumulative percent passing the #16 sieve: 91 %
Cumulative percent passing the #30 sieve: 79 %
Cumulative percent passing the #50 sieve: 48 %
Cumulative percent passing the #100 sieve: 21 %
Cumulative percent passing the #200 sieve: 12 %
General comments (publicly viewable) (Max 1000 characters): Hydrometer results: 1 hour 5%, 24 hours 3%
Test was verified on 5/30/2019 ✔