Sample Record
Owner Lab
- Sequoia Consultants
DIME Sample ID 2021-06-11-33
Project Information
Project Identifiers | Project ID: 215299 DEA: 07260804 EFIS: 0712000104 |
---|---|
DIST-CO-RTE-PM | 07-LA-10,405-16.6/30.1,4.8/8.7 |
Award Date | 01/29/2021 |
Closeout Date | 03/05/2024 |
Work Description | CONSTRUCT GROSS SOLIDS REMOVAL DEVICES, BIOSWALES AND MEDIA FILTERS. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS ON ROUTE 10 0.1 MILE WEST OF SANTA FE AVENUE TO 0.2 MILE WEST OF COGSWELL ROAD UNDERCROSSING AND ON ROUTE 405 0.1 MILE EAST OF CHEERY AVENUE OVERCROSSING TO 0.1 MILE WEST OF SOUTH ALAMEDA STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 04/05/2021) |
Sample Information
Sample Taken Date | 06/11/2021 | Sample Unique Key | 33 |
---|---|---|---|
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 | 06/14/2021 |
Sample type | Quality Control | A brief description of the sample | Concrete Aggregate |
The quantity of what the sample constitutes | 1 days placement | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Joshua | Last name of sampler or witnessed by | Hua |
Title of sampler | Field Technician | Telephone number of sampler | |
Laboratory sample identification | SD21-0132-061121 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Associated Ready Mix - Los Angeles | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Austin Vault footing and floor |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0054::BIG ROCK CREEK - LEBATA |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Structural Concrete | The fabricator/manufacturer designation for the sample | Mix |
The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
Where the material sample would have been placed if not sampled | footing and floor | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | 557237 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Submitted Tests
DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
---|---|---|---|---|---|---|---|---|
2021-06-11-33-1 | CTM 226-July 2010: Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying | Larry Fukushima, Sequoia Consultants | 06/14/2021 | Ken Mancebo | No | Info | ||
2021-06-11-33-2 | CTM 217-June 2011: Method of Test for Sand Equivalent | Larry Fukushima, Sequoia Consultants | 06/14/2021 | Ken Mancebo | No | Info | ||
2021-06-11-33-3 | CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness) | Larry Fukushima, Sequoia Consultants | 06/14/2021 | Ken Mancebo | No | Info | ||
2021-06-11-33-4 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Larry Fukushima, Sequoia Consultants | 06/14/2021 | Ken Mancebo | No | Info | ||
2021-06-11-33-5 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Larry Fukushima, Sequoia Consultants | 06/14/2021 | Ken Mancebo | No | Info | ||
2021-06-11-33-6 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Larry Fukushima, Sequoia Consultants | 06/14/2021 | Ken Mancebo | No | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
---|---|---|---|
No results found. |
Test File Attachments
DIME Test ID: 2021-06-11-33-1 CTM 226-July 2010
DIME Test ID: 2021-06-11-33-2 CTM 217-June 2011
DIME Test ID: 2021-06-11-33-3 CTM 227-December 2014
DIME Test ID: 2021-06-11-33-4 CTM 202-November 2011
DIME Test ID: 2021-06-11-33-5 CTM 202-November 2011
DIME Test ID: 2021-06-11-33-6 CTM 202-November 2011