Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-06-04-139
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 994051 DEA: 041Q5814 EFIS: 0421000262 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-0.0-6.5 |
| Award Date | 01/10/2024 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT AND UPGRADE MEDIAN BARRIER [PS&E E-COPY AVAILABLE UPON REQUEST] |
| Location Description | SAN MATEO COUNTY FROM SAN MATEO COUNTY LINE IN EAST PALO ALTO TO WHIPPLE AVENUE IN REDWOOD CITY |
| QA Service Level | 1 (Verified on 07/05/2022) |
Sample Information
| Sample Taken Date | 06/04/2025 | Sample Unique Key | 139 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA-O WMA (OGFC) |
| The quantity of what the sample constitutes | 4 Bags Combined Agg. | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Vega |
| Title of sampler | Mozamo Consultant QA | Telephone number of sampler | |
| Laboratory sample identification | D04-SE-25-034 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Pleasanton Drier Drum Plant | Transportation Laboratory (TL) Number | SJ-060425-1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0010 |
|---|---|---|---|
| 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 | From a sampling device where the aggregate enters the drier drum mixer | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 3 | Aggregate Mix Number | 326114W |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-06-04-139-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Nicholas Shelly - BSK, BSK Associates | 07/14/2025 | 10/15/2025 | No | Coarse, 2 faced=97.6%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-06-04-139-2 | AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler) | Nicholas Shelly - BSK, BSK Associates | 07/14/2025 | 10/15/2025 | No | Grading C, 100 revolutions=4.7%, 500 revolutions=20.7% | |||
| 2025-06-04-139-3 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | Nicholas Shelly - BSK, BSK Associates | 07/14/2025 | 10/15/2025 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-06-04-139-1 AASHTO T335-09r13
DIME Test ID: 2025-06-04-139-2 AASHTO T96-02r10
DIME Test ID: 2025-06-04-139-3 ASTM D4791-10