Summary for Test 2025-01-22-3-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | 12/02/2025 |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 01/22/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 01/22/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 5 gal bucket | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | Chaney |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Security Paving company | 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 | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | "R5" 24+12 - 25+66 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-22-3
DIME Test ID: 2025-01-22-3-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-22
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 01/22/2025
In-place wet density: 2.06
Highest adjust wet density: 2.30
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/22/2025 ✔