Sample Record
DIME Sample ID 2026-05-01-30
Sample is locked from editing. info
Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Owner Lab
- CT D08 - Fontana Southern Regional Laboratory
Sample Information
| Sample Taken Date | 05/01/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/05/2026 | Sample type | Verification |
| A brief description of the sample | PSUE 1/2" HMA-A-SP R25 0.25% EVO | The quantity of what the sample constitutes | 4 bags comb agg, 1 bag coarse RAP, 1 bag fine RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RJ Noble |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0219A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ingevity, World Oil, Chandler Agg, Mayhew Agg, RJ Noble | |
| 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) | 91-33-0039 |
|---|---|---|---|
| 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 RJ Noble - Corona | |
| Where the material sample would have been placed if not sampled | asphalt paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | 40R2508SPWEC | Lot number | |
| Sublot number | Aggregate Mix Number |
Submitted Tests
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2026-05-01-30-1 AASHTO T27-14 (Verified)
DIME Test ID: 2026-05-01-30-2 AASHTO T84-14 (Verified)
DIME Test ID: 2026-05-01-30-3 AASHTO T85-13 (Verified)
DIME Test ID: 2026-05-01-30-4 AASHTO T96-02r10 (Verified)
DIME Test ID: 2026-05-01-30-5 AASHTO T176-08 (Verified)
DIME Test ID: 2026-05-01-30-6 AASHTO T304-11 (Verified)
DIME Test ID: 2026-05-01-30-7 AASHTO T335-09r13 (Verified)
DIME Test ID: 2026-05-01-30-8 ASTM D4791-10 (Verified)
DIME Test ID: 2026-05-01-30-9 CTM 202-November 2011 (Verified)
DIME Test ID: 2026-05-01-30-10 CTM 202-November 2011 (Verified)
