Summary for Test 2019-04-16-33-4
Test performed: CTM 202-November 2011Project 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 | 33 |
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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 | TE | Telephone number of sampler | |
Laboratory sample identification | 8551 | 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: 2019-04-16-33
DIME Test ID: 2019-04-16-33-4
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: 2019-06-06
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Danny Ferrer
Date of test: 04/24/2019
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 97 %
Cumulative percent passing the #16 sieve: 96 %
Cumulative percent passing the #30 sieve: 94 %
Cumulative percent passing the #50 sieve: 88 %
Cumulative percent passing the #100 sieve: 54 %
Cumulative percent passing the #200 sieve: 24 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔