Sample Record
Owner Lab
- Pavement Engineers
DIME Sample ID 2022-10-07-67
Sample Details QR Code
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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 | 10/07/2022 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 10/08/2022 |
| Sample type | Quality Control | A brief description of the sample | SL-4201CG |
| The quantity of what the sample constitutes | 27 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Irwin | Last name of sampler or witnessed by | McMath |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | S22-061 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | highway median |
Material Information
| Material Type | Concrete | The concrete mix design number | SL4201CG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 428843 | |
| Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | SL4201CG |
| A detailed description of where the material sample was collected | back of truck | Where the material sample would have been placed if not sampled | highway median |
| 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 |
|---|---|---|---|---|---|---|---|---|
| 2022-10-07-67-1 | THIS TEST HAS BEEN SUPERSEDED. ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Michelle Holub, Pavement Engineers | 10/07/2022 | Michelle Holub | Yes | 12/08/2022 | THIS TEST HAS BEEN SUPERSEDED. | |
| 2022-10-07-67-2 | THIS TEST HAS BEEN SUPERSEDED. ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Michelle Holub, Pavement Engineers | 10/07/2022 | Michelle Holub | Yes | 12/08/2022 | THIS TEST HAS BEEN SUPERSEDED. | |
| 2022-10-07-67-3 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Cameron Carlson, Pavement Engineers | 10/14/2022 | Michelle Holub | Yes | 12/09/2022 | ||
| 2022-10-07-67-4 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Michelle Holub, Pavement Engineers | 11/04/2022 | Michelle Holub | Yes | 12/09/2022 | ||
| 2022-10-07-67-5 | ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete | Irwin McMath, Pavement Engineers | 10/07/2022 | Michelle Holub | Yes | 12/13/2022 | ||
| 2022-10-07-67-6 | ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete | Irwin McMath, Pavement Engineers | 10/07/2022 | Michelle Holub | No | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2022-10-07-67-1 ASTM C39-21 (Verified)
DIME Test ID: 2022-10-07-67-2 ASTM C39-21 (Verified)
DIME Test ID: 2022-10-07-67-3 ASTM C39-21 (Verified)
DIME Test ID: 2022-10-07-67-4 ASTM C39-21 (Verified)
DIME Test ID: 2022-10-07-67-5 ASTM C143-20 (Verified)
DIME Test ID: 2022-10-07-67-6 ASTM C138-17a