Summary for Test 2022-01-11-16-1
Test performed: CTM 231-March 2013Project 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 | 01/11/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 01/11/2022 |
| Sample type | Quality Assurance | A brief description of the sample | OHL - Class 1 SubGrade |
| The quantity of what the sample constitutes | 1345 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 | OHL - Class 1 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 | Jobsite - Compacted SubGrade | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-01-11-16
DIME Test ID: 2022-01-11-16-1
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2022-01-12
Test Results
Method Type:: Standard Count
Number of Tests:: 1
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Mathew Spencer
Date of test: 01/11/2022
Sum of Count or Density: 36196.00 g/cc
Average of Count or Density: 3619.60 g/cc
Sum of Moisture Count: 1123.00 g/cc
Average of Moisture Count: 224.60 g/cc
Count Ratio Density: 1.05
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 96.9 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): OHL - Class 1 SubGrade
Test was verified on 1/12/2022 ✔