Summary for Test 2023-03-20-2-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/26/2021 |
| Closeout Date | 08/31/2026 |
| 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 |
|---|---|---|---|
| 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 | |
| Bid Item | Not set |
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
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DIME Sample ID: 2023-03-20-2
DIME Test ID: 2023-03-20-2-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-21
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 03/20/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 511 grams | ||||||
| 0.0 grams | 100 % | |||||
| 24.0 grams | 95 % | |||||
| 59.0 grams | 88 % | |||||
| 106.0 grams | 79 % | |||||
| 241.0 grams | 53 % | |||||
| 409.0 grams | 20 % | |||||
| 482.0 grams | 6 % | |||||
| 501.0 grams | 2 % | |||||
| 0.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Fine Sand Gradation 3/20/23
Test was verified on 3/21/2023 ✔