Summary for Test 2022-06-09-62-2
Test performed: CTM 217-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 | 06/09/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/01/2022 | Sample type | Quality Assurance |
| A brief description of the sample | OHL - Class 1 SubBase | The quantity of what the sample constitutes | production day |
| From where was the sample collected | Distributor | 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 Class 1 | |
| 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 | OHL Stockpile | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-06-09-62
DIME Test ID: 2022-06-09-62-2
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-10-05
Test Results
Number of tests: 1
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 06/01/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 11.5
Sand reading (test 1): 3.1
Sand equivalent (test 1): 27
Sand equivalent before temperature correction: 72
Sand equivalent after temperature correction: 72
General comments (publicly viewable) (Max 1000 characters): Sampled from roadway
Test was verified on 10/5/2022 ✔