Summary for Test 2024-10-09-53-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 995124 DEA: 060X3004 EFIS: 0618000051 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-69.4/71.5 |
| Award Date | 02/06/2024 |
| Closeout Date | 08/31/2026 |
| Work Description | REPLACE ROADWAY PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE |
| QA Service Level | 1 (Verified on 10/25/2023) |
Sample Information
| Sample Taken Date | 10/09/2024 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/09/2024 | Sample type | Acceptance |
| A brief description of the sample | Native soil | 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 | Bay Cities | |
| 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 | NB SUBGRADE STA 138+86 - 133+60 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-09-53
DIME Test ID: 2024-10-09-53-1
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: 2024-10-16
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/09/2024
In-place wet density: 2.00
Highest adjust wet density: 2.11
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2024 ✔