Summary for Test 2022-02-18-4-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-22.16, 22.16 |
| Award Date | 06/21/2019 |
| Closeout Date | 10/06/2022 |
| Work Description | This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS |
| Location Description | Ventura County on Route 33 at PM.22.16. |
| QA Service Level | 1 (Verified on 08/27/2019) |
Sample Information
| Sample Taken Date | 02/18/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/18/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Soil for Subgrade. | The quantity of what the sample constitutes | 1512 sq. feet |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacinto |
| Last name of sampler or witnessed by | Villanueva | Title of sampler | TEC |
| Telephone number of sampler | 81820965747 | Laboratory sample identification | 22-0331 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Case Pacific Construction | |
| 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 | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-02-18-4
DIME Test ID: 2022-02-18-4-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2022-02-21
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 02/18/2022
Gage No.: 31105
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 3
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: Jacinto Villanueva
Standard Count Density: 2237 g/cc
Count or Density 1: 2.05 g/cc
Count or Density 2: 2.03 g/cc
Count or Density 3: 1.81 g/cc
Standard Count Moisture: 593 g/cc
Moisture Count 1: 0.18 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.16 g/cc
Sum of Count or Density: 5.89 g/cc
Average of Count or Density: 1.96 g/cc
Sum of Moisture Count: 0.5 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 87.6 %
Reported Percent Relative Compaction: 88 %
General comments (publicly viewable) (Max 1000 characters): Rte 33 Drainage pad about 10 miles north of Ojai
Test was verified on 2/21/2022 ✔