Sample Record
Owner Lab
- CT HQ - QASI Bay Area Field Office
DIME Sample ID 2019-09-24-28
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 09/24/2019 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 09/25/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6"x12" Cylinders |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Andre | Last name of sampler or witnessed by | Totari |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 2019-09-24-3a | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kie-Con Antioch | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | K4560-452a |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Kie-Con | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2019-09-24-28-1 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Andre Totari, CT HQ - Vallejo Field Laboratory | 10/22/2019 | No | Not able to load cylinders to fracture. |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2019-09-24-28-1 ASTM C39-10