Sample Record
DIME Sample ID 2022-09-30-43
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-12.4/21.9 |
| Award Date | 04/12/2022 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES |
| Location Description | ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE |
| QA Service Level | 1 (Verified on 10/19/2020) |
Owner Lab
- CT HQ - QASI Bay Area Field Office
Sample Information
| Sample Taken Date | 09/30/2022 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/30/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 9 Concrete cylinders | The quantity of what the sample constitutes | 9 cylinders |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Stephan |
| Last name of sampler or witnessed by | Stephan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ConFab Lathrop | |
| 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 | 85KV1-25F |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 85KV1-25F | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Sample collected prior to placement | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2022-09-30-43-1 | ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Nikhil Moon, CT HQ - QASI Bay Area Field Office | 10/07/2022 | 10/17/2022 | No | ||||
| 2022-09-30-43-2 | ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Nikhil Moon, CT HQ - QASI Bay Area Field Office | 10/28/2022 | 11/03/2022 | No | Compression Testing Maximum Load 7000 psi, cannot go beyond 7000 psi. All Cylinder strength is > 7000 psi | |||
| 2022-09-30-43-3 | ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Nikhil Moon, CT HQ - QASI Bay Area Field Office | 10/07/2022 | 11/04/2022 | No |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2022-09-30-43-1 ASTM C39-18
DIME Test ID: 2022-09-30-43-2 ASTM C39-18
DIME Test ID: 2022-09-30-43-3 ASTM C39-18