Summary for Test 2023-02-08-47-3
Test performed: CTM 227-December 2014Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/26/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 02/08/2023 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/08/2023 | Sample type | Quality Control |
| A brief description of the sample | aggs | The quantity of what the sample constitutes | 1 per batch |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Rickey |
| Last name of sampler or witnessed by | Guevara | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Don Chapin - Los Banos Plant | |
| 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) | 91-35-0012 |
|---|---|---|---|
| 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 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-08-47
DIME Test ID: 2023-02-08-47-3
Testing Lab: Sequoia Consultants
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-03-15
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: Alexander Lazcano
Date of test: 02/09/2023
Cleanness value (11/2 in. maximum aggregate mix): 86
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2023 ✔