Summary for Test 2022-08-19-63-1
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 | 08/19/2022 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/19/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Native Back Fill | The quantity of what the sample constitutes | 1785 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Salvador |
| Last name of sampler or witnessed by | Zepeda | Title of sampler | TET |
| Telephone number of sampler | 15594738770 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native soil | |
| 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 | Native Back Fill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | From the jobsite | A detailed description of where the material sample was collected | At the Jobsite collected |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-08-19-63
DIME Test ID: 2022-08-19-63-1
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: 2022-10-05
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Salvador Zepeda
Date of test: 08/19/2022
In-place wet density: 1594.00
Highest adjust wet density: 1697.00
% Moisture: 406.0 %
Optimum Moisture: 81.2 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): SB 101, ETW Median Wall north of Jolon Rd 90% compaction area
Test was verified on 10/5/2022 ✔