Summary for Test 2022-01-24-51-2
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 | 01/24/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 01/24/2022 |
| Sample type | Quality Assurance | A brief description of the sample | OHL - Class 1 SubBase |
| The quantity of what the sample constitutes | 8,151 Sq Yd | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mat | Last name of sampler or witnessed by | Spencer |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 220124-1 | 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 | OHL - Class 1 SubBase |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Sta FL 472.96 to 477.25 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-01-24-51
DIME Test ID: 2022-01-24-51-2
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-02-22
Test Results
Is oversize material: Yes
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 01/24/2022
In-place wet density: 2.18
% Moisture: 0.2 %
Optimum Moisture: 0.2 %
Corrected density: 2.24
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 2/22/2022 ✔