Summary for Test 2023-03-20-2-4
Test performed: CTM 227-December 2014Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
---|---|
DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 03/20/2023 | Sample Unique Key | 2 |
---|---|---|---|
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 | 03/20/2023 |
Sample type | Quality Assurance | A brief description of the sample | Structural concrete Agg |
The quantity of what the sample constitutes | 9.5 CY | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Doug | Last name of sampler or witnessed by | Ruff |
Title of sampler | Consultant Tester | Telephone number of sampler | 5594670032 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CalPort Hanford Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Abutment 5 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA91-54-0038 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | RMC212R | A detailed description of where the material sample was collected | Conveyer Belt |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | 85Q41S1P | Lot number | |
Sublot number | Aggregate Mix Number | 85Q41S1P |
Test Details
DIME Sample ID: 2023-03-20-2
DIME Test ID: 2023-03-20-2-4
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-03-21
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: Doug Ruff
Date of test: 03/20/2023
Cleanness value (11/2 in. maximum aggregate mix): 75
General comments (publicly viewable) (Max 1000 characters): 1x4 and 3/8 combined CV
Test was verified on 3/21/2023 ✔