Sample Record
Owner Lab
- CT D08 - Fontana Southern Regional Laboratory
DIME Sample ID 2025-01-16-32
Project Information
| Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 01/16/2025 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 01/21/2025 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.50% EVO |
| The quantity of what the sample constitutes | 4 Bags Comb Agg., 2 Bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | TJ | Last name of sampler or witnessed by | Vulcan QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0112A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, Valero, Fish Canyon Irwindale, Vulcan Sun Valley | Transportation Laboratory (TL) Number | |
| 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) | 91-19-0035 |
|---|---|---|---|
| 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 | Belt Cut at Vulcan Materials Sun Valley | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 220200W SVA VLO | Lot number | |
| Sublot number | Aggregate Mix Number |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-01-16-32-1 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | David Padilla, CT D08 - Fontana Southern Regional Laboratory | 04/24/2025 | 04/24/2025 | No | Combined Virgin Aggregate Gradation W/ Rap Gradation Correlation Factors | |||
| 2025-01-16-32-2 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | David Padilla, CT D08 - Fontana Southern Regional Laboratory | 01/25/2025 | 04/24/2025 | No | Rap Gradation After Ignition | |||
| 2025-01-16-32-3 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | David Padilla/C.H., CT D08 - Fontana Southern Regional Laboratory | 01/25/2025 | 04/24/2025 | No | Combined Virgin Aggregate Gradation | |||
| 2025-01-16-32-4 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | David Padilla, CT D08 - Fontana Southern Regional Laboratory | 01/24/2025 | 04/24/2025 | No | ||||
| 2025-01-16-32-5 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | David Padilla, CT D08 - Fontana Southern Regional Laboratory | 01/24/2025 | 04/24/2025 | No | ||||
| 2025-01-16-32-6 | 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) | David Padilla, CT D08 - Fontana Southern Regional Laboratory | 01/23/2025 | 04/24/2025 | No | ||||
| 2025-01-16-32-7 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Ronica B, CT D08 - Fontana Southern Regional Laboratory | 01/27/2025 | 04/24/2025 | No | ||||
| 2025-01-16-32-8 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | David Padilla/RB, CT D08 - Fontana Southern Regional Laboratory | 01/25/2025 | 04/24/2025 | No | ||||
| 2025-01-16-32-9 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | David Padilla/RB, CT D08 - Fontana Southern Regional Laboratory | 01/25/2025 | 04/24/2025 | No | ||||
| 2025-01-16-32-10 | 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) | Ronica B/David Padilla, CT D08 - Fontana Southern Regional Laboratory | 01/25/2025 | 04/24/2025 | No |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-01-16-32-1 CTM 202-November 2011
DIME Test ID: 2025-01-16-32-2 CTM 202-November 2011
DIME Test ID: 2025-01-16-32-3 AASHTO T27-14
DIME Test ID: 2025-01-16-32-4 AASHTO T84-14
DIME Test ID: 2025-01-16-32-5 AASHTO T85-13
DIME Test ID: 2025-01-16-32-6 AASHTO T96-02r10
DIME Test ID: 2025-01-16-32-7 AASHTO T176-08
DIME Test ID: 2025-01-16-32-8 AASHTO T304-11
DIME Test ID: 2025-01-16-32-9 AASHTO T335-09r13
DIME Test ID: 2025-01-16-32-10 ASTM D4791-10
