Sample Record
Owner Lab
- CT D11 - District 11 Materials Laboratory
DIME Sample ID 2022-02-07-6
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4 - R46.5 |
| Award Date | 12/22/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave. |
| Location Description | IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/31/2017) |
Sample Information
| Sample Taken Date | 02/07/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/07/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes, 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Christopher | Last name of sampler or witnessed by | Lawless |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CCA Lakeside | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Not Provided |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2022-02-07-6-11 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Daniel Smith, CT D11 - District 11 Materials Laboratory | 02/10/2022 | Daniel Smith | No | RAP | Info |
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Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2022-02-07-6-1 AASHTO T27-14
DIME Test ID: 2022-02-07-6-2 AASHTO T335-09r13
DIME Test ID: 2022-02-07-6-3 ASTM D4791-10
DIME Test ID: 2022-02-07-6-4 AASHTO T176-08
DIME Test ID: 2022-02-07-6-5 CTM 204-June 2010
DIME Test ID: 2022-02-07-6-6 AASHTO T84-14
DIME Test ID: 2022-02-07-6-7 AASHTO T85-13
DIME Test ID: 2022-02-07-6-8 AASHTO T96-02r10
DIME Test ID: 2022-02-07-6-9 AASHTO T304-11
DIME Test ID: 2022-02-07-6-10 AASHTO T30-19
DIME Test ID: 2022-02-07-6-11 AASHTO T209-12