Summary for Test 2023-06-23-45-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 06/23/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 06/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Native Soil - Subgrade |
| The quantity of what the sample constitutes | 13000 sqft | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-0902 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | n/a | 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 | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-06-23-45
DIME Test ID: 2023-06-23-45-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2023-07-07
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 06/23/2023
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 3
Depth: 5
Material No.: Subgrade
Material Type: Native Soil
Impact By: Manuel Uy
Standard Count Density: 3023 g/cc
Count or Density 1: 5418 g/cc
Count or Density 2: 4919 g/cc
Count or Density 3: 5333 g/cc
Count or Density 4: 4825 g/cc
Count or Density 5: 4663 g/cc
Standard Count Moisture: 1073 g/cc
Moisture Count 1: 367 g/cc
Moisture Count 2: 282 g/cc
Moisture Count 3: 185 g/cc
Moisture Count 4: 224 g/cc
Moisture Count 5: 329 g/cc
Sum of Count or Density: 25158.00 g/cc
Average of Count or Density: 5032.00 g/cc
Sum of Moisture Count: 1387.00 g/cc
Average of Moisture Count: 277.00 g/cc
Count Ratio Density: 1.66
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 95.5 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2023 ✔