Summary for Test 2025-03-27-5-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 03/27/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/17/2025 | Sample type | Acceptance |
| A brief description of the sample | 3T36H000 Aggregate | The quantity of what the sample constitutes | 60 CY |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Engen | Title of sampler | CT Tester |
| Telephone number of sampler | Laboratory sample identification | 250327 3T36H000-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Holliday Rock - Paso Robles | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Cholame Creek Bridge Overflow Abut 1 RW FTGS | |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-40-0003 |
|---|---|---|---|
| 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 | Belts @ plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 3T36H000 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-27-5
DIME Test ID: 2025-03-27-5-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-03-28
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: Sal Zepeda
Date of test: 03/27/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing |
|---|---|---|
| 10485 grams | ||
| 0.0 grams | 100 % | |
| 0.0 grams | 100 % | |
| 975.0 grams | 91 % | |
| 5377.0 grams | 49 % | |
| 7774.0 grams | 26 % | |
| 9794.0 grams | 7 % | |
| 10054.0 grams | 4 % | |
| 10054.0 grams | ||
General comments (publicly viewable) (Max 1000 characters): 1x4 Grad
Test was verified on 3/28/2025 ✔