Summary for Test 2024-06-17-3-1
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 | 06/17/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/17/2024 | Sample type | Acceptance |
| A brief description of the sample | ISR-RSC | The quantity of what the sample constitutes | RSC beams |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Elias | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SPC Volumetric Mobile Yard | |
| 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) | 91-19-0035 |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | G3-21-CTS-220 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-17-3
DIME Test ID: 2024-06-17-3-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-06-17
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Neale Brown
Date of test: 06/17/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10169.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 144.5 grams | 99 % | |||||
| 1749.0 grams | 83 % | |||||
| 6198.0 grams | 39 % | |||||
| 9059.0 grams | 11 % | |||||
| 10020.0 grams | 1 % | |||||
| 10083.0 grams | 1 % | |||||
| 10148.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37000_240616 | 137.16 KB | 06/17/2024 | 2024-06-17-3-1 | Info |
Test was verified on 6/17/2024 ✔