Summary for Test 2022-04-12-40-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
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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 | 04/12/2022 | Sample Unique Key | 40 |
---|---|---|---|
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 | 04/12/2022 |
Sample type | Quality Assurance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 1577 cy | 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 |
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 | Native Material | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-04-12-40
DIME Test ID: 2022-04-12-40-2
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: 2022-05-24
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 04/12/2022
In-place wet density: 2.02
Highest adjust wet density: 2.13
% Moisture: 0.0 %
Optimum Moisture: 2.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 5/24/2022 ✔