Summary for Test 2024-08-09-30-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994744 DEA: 072XG504 EFIS: 0723000149 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-66.3/67.3 |
| Award Date | 03/27/2023 |
| Closeout Date | 09/26/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/04/2023) |
Sample Information
| Sample Taken Date | 08/09/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/09/2024 | Sample type | Acceptance |
| A brief description of the sample | 1 x 4 PCC Aggregate | The quantity of what the sample constitutes | 130 CY |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kevin |
| Last name of sampler or witnessed by | Hopkins | Title of sampler | Plant Inspector |
| Telephone number of sampler | Laboratory sample identification | KH101A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | National RM Santa Clarita | |
| Transportation Laboratory (TL) Number | C080924A | 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) | 91-19-0046 |
|---|---|---|---|
| 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 | Conveyor Belt at Plate | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | S63C249T0 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-08-09-30
DIME Test ID: 2024-08-09-30-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-08-21
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: Kevin Hopkins
Date of test: 08/09/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 12844 grams | ||||||
| 0.0 grams | 100 % | |||||
| 178.0 grams | 99 % | |||||
| 1712.0 grams | 87 % | |||||
| 7984.0 grams | 38 % | |||||
| 11086.0 grams | 14 % | |||||
| 12164.0 grams | 5 % | |||||
| 12464.0 grams | 3 % | |||||
| 12734.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2024 ✔