Summary for Test 2022-05-25-95-2
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 | 05/25/2022 | Sample Unique Key | 95 |
|---|---|---|---|
| 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 | 05/25/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 1805 sy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mathew | Last name of sampler or witnessed by | Spencer |
| Title of sampler | TET | Telephone number of sampler | 8057790845 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Native subgrade | 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 | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-25-95
DIME Test ID: 2022-05-25-95-2
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: 2022-08-17
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 05/25/2022
In-place wet density: 5333.00
Highest adjust wet density: 1066.60
% Moisture: 1136.0 %
Optimum Moisture: 227.2 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): SB 101 Mainline and Beginning of 1st st off ramp R-13
Test was verified on 8/17/2022 ✔