Summary for Test 2023-07-21-39-1
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 | 07/21/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 07/21/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Native - Subgrade |
| The quantity of what the sample constitutes | 5460 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 | 23-1116 | 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: 2023-07-21-39
DIME Test ID: 2023-07-21-39-1
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: 2023-07-26
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 07/21/2023
Gage No.: 30515
Test No.: 4
Nuclear By: Manuel Uy
Non-Bias Plan No.: 7
Depth: 5
Material No.: Subgrade
Material Type: Native
Impact By: Manuel Uy
Standard Count Density: 3027 g/cc
Count or Density 1: 6576 g/cc
Count or Density 2: 5367 g/cc
Count or Density 3: 5691 g/cc
Standard Count Moisture: 1072 g/cc
Moisture Count 1: 413 g/cc
Moisture Count 2: 303 g/cc
Moisture Count 3: 337 g/cc
Sum of Count or Density: 17634 g/cc
Average of Count or Density: 5878 g/cc
Sum of Moisture Count: 1053 g/cc
Average of Moisture Count: 351 g/cc
Count Ratio Density: 1.94
Count Ratio Moisture: 0.33
Calculated Percent Relative Compaction: 92.1 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2023 ✔