Summary for Test 2022-05-26-55-2
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 | 05/26/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/26/2022 | Sample type | Quality Assurance |
| A brief description of the sample | OHL Class 1 SubBase | The quantity of what the sample constitutes | 34 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 | OHL- Stockpile | |
| 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 | OHL Stock pile |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Class 1 SubBase | A detailed description of where the material sample was collected | NB 101, SRB Abutment 1 |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-26-55
DIME Test ID: 2022-05-26-55-2
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: 05/26/2022
In-place wet density: 2775.00
Highest adjust wet density: 925.00
% Moisture: 556.0 %
Optimum Moisture: 185.3 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): NB 101, SRB Abutment 1 station 506+49.29
Test was verified on 8/17/2022 ✔