Summary for Test 2023-04-27-25-1
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 | Not set |
| 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 | 04/27/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 04/27/2023 |
| Sample type | Verification | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 1000 sq yd | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | West Shoulder South of bridge |
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 | Roadway | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-27-25
DIME Test ID: 2023-04-27-25-1
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: 2023-04-28
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: 04/27/2023
Gage No.: 30682
Test No.: 2
Nuclear By: Noah Hunt
Non-Bias Plan No.: 4 Even
Depth: 8
Material No.: no data
Material Type: Native Soil
Impact By: Noah Hunt
Standard Count Density: 1832 g/cc
Count or Density 1: 1646 g/cc
Count or Density 2: 1226 g/cc
Count or Density 3: 1333 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 150 g/cc
Moisture Count 2: 152 g/cc
Moisture Count 3: 153 g/cc
Sum of Count or Density: 4205 g/cc
Average of Count or Density: 1402 g/cc
Sum of Moisture Count: 455 g/cc
Average of Moisture Count: 152 g/cc
Count Ratio Density: 0.77
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 90.1 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0448 | JPG | 5255.01 KB | 04/28/2023 | 2023-04-27-25-1 | Info |
Test was verified on 4/28/2023 ✔