Sample Record
Owner Lab
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2026-04-29-68
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 1000707 DEA: 041Q5824 EFIS: 0421000263 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-0/21.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT, UPGRADE SIGNS, GUARDRAIL, AND T |
| Location Description | SAN MATEO COUNTY FROM SAN MATEO COUNTY LINE IN EAST PALO ALTO TO 0.2 MILES NORTH OF COLMA CREEK BRIDGE IN SOUTH SAN FRANCISCO. |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 04/29/2026 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 05/11/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 4 Bags Combined Agg | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Vega |
| Title of sampler | 20K Milestone | Telephone number of sampler | |
| Laboratory sample identification | D04-SE-26-012 | Linked DIME Sample ID | 2026-04-29-69 |
| The fabricator/manufacturer/facility name | Vulcan - Pleasanton | Transportation Laboratory (TL) Number | SJ-042926-1 |
| 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 | Conveyor Belt | |
| 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 | 2 | |
| Sublot number | 11 | Aggregate Mix Number | 326122 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2026-04-29-68-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | M. Paulson - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory | 05/14/2026 | 06/11/2026 | No | Coarse, 2 faced=93.9%, Coarse, 1 faced=96.8%, Fine, 1 faced=97.4% | |||
| 2026-04-29-68-2 | 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) | M. Paulson - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory | 05/13/2026 | 06/11/2026 | No | Grading C, 100 revolutions= 5.1%, 500 revolutions= 22.7% | |||
| 2026-04-29-68-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | M. Paulson - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory | 05/13/2026 | 06/11/2026 | No | Average uncompacted voids= 42.5% | |||
| 2026-04-29-68-4 | 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) | M. Paulson - Kleinfelder-Hayward, CT D04 - Hayward DME / District Laboratory | 05/14/2026 | 06/11/2026 | No | Flat and elongated particles=2% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2026-04-29-68-1 AASHTO T335-09r13
DIME Test ID: 2026-04-29-68-2 AASHTO T96-02r10
DIME Test ID: 2026-04-29-68-3 AASHTO T304-11
DIME Test ID: 2026-04-29-68-4 ASTM D4791-10