Sample Record
DIME Sample ID 2018-01-11-5
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Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Owner Lab
- CT - Unassigned/General Field Laboratory
Sample Information
| Sample Taken Date | 01/11/2018 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/11/2018 | Sample type | Department Acceptance |
| A brief description of the sample | agg sample for gradations and SE | The quantity of what the sample constitutes | 750 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Pete Spector |
| Last name of sampler or witnessed by | Pete Spector | Title of sampler | RE |
| Telephone number of sampler | 916-227-7306 | Laboratory sample identification | beta test 02 cloned |
| Linked DIME Sample ID | i would have enetered a linke dime ID here | The fabricator/manufacturer/facility name | Granite Construction |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Lot 1, sublot 11 |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | asdfg |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | belt cut |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2018-01-11-5-3 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Peter Spector, CT - Unassigned/General Field Laboratory | 01/11/2018 | No | made up readings for example assumes clay and sand values entered as raw data are average of 3 readings | ||||
| 2018-01-11-5-4 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Peter Spector, CT - Unassigned/General Field Laboratory | 01/11/2018 | No | Left 1/4 sieve reporting out on purpose to see if it would submit |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-01-11-5-3 AASHTO T176-08
DIME Test ID: 2018-01-11-5-4 AASHTO T27-14