Sample Record
Owner Labs
- CT SC - 3672 - Novato Field Office
- CT HQ - Sacramento Concrete Testing Laboratory
DIME Sample ID 2024-11-01-32
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 11/01/2024 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 11/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | structural concrete |
| The quantity of what the sample constitutes | 9 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mario | Last name of sampler or witnessed by | Vital |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 27-0090L | |
| Structure name | Franklin Bridge Shear Key and PT block |
Material Information
| Material Type | Concrete | The concrete mix design number | 3728LV |
|---|---|---|---|
| The truck number from where the sample was collected | 2444 | The batch plant ticket number from where the sample was collected | 07174018 |
| Concrete batch plant | 138 | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | Back of truck chute | 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 | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2024-11-01-32-1 | ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete | Mario Vital, CT SC - 3672 - Novato Field Office | 11/01/2024 | Mohammed Salman Alam | No | Info | ||
| 2024-11-01-32-2 | ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete | Mario Vital, CT SC - 3672 - Novato Field Office | 11/01/2024 | Mohammed Salman Alam | No | Info | ||
| 2024-11-01-32-3 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Nikhil Moon , CT HQ - Vallejo Field Laboratory | 12/02/2024 | Yannick Aranas | Yes | 12/02/2024 | Specimens did not break. Max capacity of compression machine is 7,000 psi. |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2024-11-01-32-1 ASTM C1064-17
DIME Test ID: 2024-11-01-32-2 ASTM C143-20
DIME Test ID: 2024-11-01-32-3 ASTM C39-10 (Verified)