Summary for Test 2025-05-07-24-2
Test performed: CTM 227-December 2014Project Information
| Project Identifiers | Project ID: 215620 DEA: 01436404 EFIS: 0100000193 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-35.8/36.5 |
| Award Date | 07/11/2022 |
| Closeout Date | Not set |
| Work Description | Dr. Fine Bridge Replacement |
| Location Description | DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER. |
| QA Service Level | 1 (Verified on 03/26/2021) |
Sample Information
| Sample Taken Date | 05/07/2025 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 05/07/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3 inch plus river rock to be used in smith river |
| The quantity of what the sample constitutes | 100 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | lee | Last name of sampler or witnessed by | renick |
| Title of sampler | TET | Telephone number of sampler | 7076665918 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tide Water | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | dr,finebridge smith river | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Starry pitt |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | river rock | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | stock pile off fred hake drive 1/4 mile from work site | |
| Where the material sample would have been placed if not sampled | smith river | Primary Aggregate Nominal Size | 1-1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-05-07-24
DIME Test ID: 2025-05-07-24-2
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2025-05-08
Test Results
Describe the gradation of the aggregate or the test method:: Mix of sizes - max 2.5 in.
Input Type: Measured
Tester's full name: Lee Renick
Date of test: 05/08/2025
Top sediment column reading (21/2 in. 11/2 in.): 0.1 in
Top sediment column reading (11/2 in. x 3/4 in.): 0.1 in
Top sediment column reading (1 in. x No. 4): 0.1 in
Cleanness value (21/2 in. 11/2 in.): 97.0
Cleanness value (11/2 in. x 3/4 in.): 97.0
Cleanness value (1 in. x No. 4): 97.0
Cleanness value (21/2 in. maximum aggregate mix): 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2025 ✔