Sample Record
DIME Sample ID 2013-11-12-10008758
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 10016 DEA: 06342524 EFIS: 0600000381 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-180-R71.8/74.5 |
| Award Date | 04/23/2013 |
| Closeout Date | 10/19/2020 |
| Work Description | NEW EXPRESS HIGHWAY |
| Location Description | FRESNO COUNTY ABOUT 6.3 MILES EAST OF FRESNO FROM 0.6 MILE WEST OF QUALITY AVENUE TO 0.2 MILE WEST OF SMITH AVENUE |
| QA Service Level | 1 (Verified on 07/23/2013) |
Owner Lab
- CT D06 - Fresno Field Laboratory
Sample Information
| Sample Taken Date | 11/12/2013 | Sample Unique Key | 10008758 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/15/2013 | Sample type | Verification |
| A brief description of the sample | 7.18sk 1in max structural concrete | The quantity of what the sample constitutes | 6 - 6x12 cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Cesar |
| Last name of sampler or witnessed by | Martinez | Title of sampler | Assistant SR |
| Telephone number of sampler | (559) 243-3554 | Laboratory sample identification | TL No. C786177 - CL132320 CL132321 CL13322 |
| Linked DIME Sample ID | Not set | The fabricator/manufacturer/facility name | Field |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Br. No. 42C-0660 | Structure name | Fowler Switch Canal Bridge (Frontage) |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND22023 |
|---|---|---|---|
| The truck number from where the sample was collected | 9360 | The batch plant ticket number from where the sample was collected | 111106757 |
| Concrete batch plant | 111 | The fabricator/manufacturer designation for the sample | Builders Concrete Ready Mix Plant Sanger |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Abutment No. 1 |
| From Lot No. | Not set | Bag Lot No. | Not set |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2013-11-12-10008758-1 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | She Vang, CT D06 - Fresno Field Laboratory | 11/19/2013 | No | CL132320 7-day strength tested at METS Concrete Testing Lab Sacramento | ||||
| 2013-11-12-10008758-2 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | She Vang, CT D06 - Fresno Field Laboratory | 12/10/2013 | No | CL132321 28-day strength tested at METS Concrete Testing Lab Sacramento | ||||
| 2013-11-12-10008758-3 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | Larry McCrum, CT D06 - Fresno Field Laboratory | 12/24/2013 | No | CL132322 42-day strength tested at METS Concrete Testing Lab Sacramento |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2013-11-12-10008758-1 ASTM C39-10
DIME Test ID: 2013-11-12-10008758-2 ASTM C39-10
DIME Test ID: 2013-11-12-10008758-3 ASTM C39-10