Summary for Test 2022-04-13-68-1
Test performed: CTM 231-March 2013Project 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 | 04/13/2022 | Sample Unique Key | 68 |
---|---|---|---|
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 | 04/13/2022 |
Sample type | Quality Assurance | A brief description of the sample | Native Subgrade |
The quantity of what the sample constitutes | 851 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 Material | 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 Subgrade | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-04-13-68
DIME Test ID: 2022-04-13-68-1
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: 2022-05-26
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: 04/13/2022
Sum of Count or Density: 4332.00 g/cc
Average of Count or Density: 1444.00 g/cc
Sum of Moisture Count: 501.00 g/cc
Average of Moisture Count: 167.00 g/cc
Count Ratio Density: 0.74
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 92.7 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): Fail (unsuitable material)
Test was verified on 5/26/2022 ✔