Summary for Test 2023-04-05-28-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/26/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Native Material | The quantity of what the sample constitutes | 1000 SQYD |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tomas |
| Last name of sampler or witnessed by | Silva | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native | |
| 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Approach slab foundation | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-05-28
DIME Test ID: 2023-04-05-28-1
Testing Lab: CT D06 - Millbrook 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: 2023-04-11
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/05/2023
Gage No.: 30679
Test No.: 2
Nuclear By: Tomas S
Non-Bias Plan No.: 2
Depth: 6
Material No.: no data
Material Type: Native Soil
Impact By: Tomas Silva
Standard Count Density: 2054 g/cc
Count or Density 1: 1628 g/cc
Count or Density 2: 1653 g/cc
Count or Density 3: 1423 g/cc
Standard Count Moisture: 743 g/cc
Moisture Count 1: 179 g/cc
Moisture Count 2: 174 g/cc
Moisture Count 3: 167 g/cc
Sum of Count or Density: 4704 g/cc
Average of Count or Density: 1568 g/cc
Sum of Moisture Count: 520 g/cc
Average of Moisture Count: 173 g/cc
Count Ratio Density: 0.76
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0385 | JPG | 4774.60 KB | 04/11/2023 | 2023-04-05-28-1 | Info |
Test was verified on 4/11/2023 ✔