Sample Record
Owner Lab
- CT HQ - Sacramento Aggregate Testing Laboratory
DIME Sample ID 2018-11-08-11
Sample is locked from editing. info
Project Information
Project Identifiers | Project ID: 213002 DEA: 042640N4 EFIS: 0412000649 |
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DIST-CO-RTE-PM | 04-MRN,SON-101-MRN27.0/27.6SON0.0/4.5 |
Award Date | 04/09/2018 |
Closeout Date | 03/12/2021 |
Work Description | CONSTRUCT HOV LANES |
Location Description | MARIN AND SONOMA COUNTIES IN AND NEAR PETALUMA FROM 0.6 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE TO 0.3 MILE SOUTH OF EAST WASHINGTON STREET OVER CROSSING |
QA Service Level | 1 (Verified on 04/13/2018) |
Sample Information
Sample Taken Date | 11/08/2018 | Sample Unique Key | 11 |
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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 | 02/06/2019 |
Sample type | Annual Source Testing | A brief description of the sample | 3/8 Pea Gravel |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 19-0022 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mark West Quarry | Transportation Laboratory (TL) Number | C869702 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0032::MARK WEST QUARRY |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
The concrete mix design number | Unknown | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Submitted Tests
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
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No results found. |
Test File Attachments
DIME Test ID: 2018-11-08-11-1 CTM 214-August 2010 (Verified)