Sample Record
Owner Lab
- CT D06 - Fresno Field Laboratory
DIME Sample ID 2013-11-12-10008758
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) |
Sample Information
Sample Taken Date | 11/12/2013 | Sample Unique Key | 10008758 |
---|---|---|---|
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 | 11/15/2013 |
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) |
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 | Submitted By | Verified? | Release Date | Test Comments | 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 | She Vang | No | CL132320 7-day strength tested at METS Concrete Testing Lab Sacramento | Info | |
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 | She Vang | No | CL132321 28-day strength tested at METS Concrete Testing Lab Sacramento | Info | |
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 | Larry McCrum | No | CL132322 42-day strength tested at METS Concrete Testing Lab Sacramento | Info |
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