Summary for Test 2026-09-05-15-4
Test performed: CTM 227-December 2014Project Information
| Project Identifiers | Project ID: 1000121 DEA: 041Q8204 EFIS: 0418000341 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-101-25.6/26.1 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | SF 101-Roadway Rehab 3R |
| Location Description | Route 101 in San Francisco County |
| QA Service Level | 1 (Verified on 07/08/2024) |
Sample Information
| Sample Taken Date | 09/05/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/07/2026 | Sample type | Acceptance |
| A brief description of the sample | PCC Agg | The quantity of what the sample constitutes | 1950 cy |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jose Leon |
| Last name of sampler or witnessed by | Amparann | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex | |
| 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) | Orca Quarry |
|---|---|---|---|
| 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 | Stocpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-05-15
DIME Test ID: 2026-09-05-15-4
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2026-09-09
Test Results
Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Jose Leon Amparan
Date of test: 09/08/2026
Cleanness value (11/2 in. maximum aggregate mix): 86
General comments (publicly viewable) (Max 1000 characters): SET 4 1950
Test was verified on 9/9/2026 ✔