Summary for Test 2022-07-15-5-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 07/15/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/15/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | less than 1000 sq. yd. | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | michael | Last name of sampler or witnessed by | savage |
| Title of sampler | Transportation Engineering Technician | Telephone number of sampler | |
| Laboratory sample identification | 220715-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | OHL | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | FL 48450 - 48600 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-07-15-5
DIME Test ID: 2022-07-15-5-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-07-15
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Mike Savage
Date of test: 07/15/2022
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): pass
Test was verified on 7/15/2022 ✔