Summary for Test 2021-10-20-12-1
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 | 10/20/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 10/20/2021 |
| Sample type | Quality Assurance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 55 Lbs | 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 | 805-779-0845 |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Native Material |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 101 NB 422.00 to 426.50 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-10-20-12
DIME Test ID: 2021-10-20-12-1
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: 2021-10-20
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mathew Spencer
Date of test: 10/20/2021
Gage No.: 36638
Test No.: 211020-1
Nuclear By: no data
Non-Bias Plan No.: no data
Depth: 8 inches
Material No.: no data
Material Type: Native SubGrade
Impact By: no data
Standard Count Density: 1950 g/cc
Count or Density 1: 1173 g/cc
Count or Density 2: 1075 g/cc
Count or Density 3: 1134 g/cc
Count or Density 4: 1376 g/cc
Count or Density 5: 1331 g/cc
Standard Count Moisture: 698 g/cc
Moisture Count 1: 200 g/cc
Moisture Count 2: 251 g/cc
Moisture Count 3: 220 g/cc
Moisture Count 4: 146 g/cc
Moisture Count 5: 101 g/cc
Sum of Count or Density: 6089 g/cc
Average of Count or Density: 1218 g/cc
Sum of Moisture Count: 918 g/cc
Average of Moisture Count: 184 g/cc
Count Ratio Density: 0.62
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 94 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2021 ✔