Summary for Test 2024-05-30-22-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995440 DEA: 060Q2814 EFIS: 0618000145 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-23.6/R28.4 |
| Award Date | 02/16/2023 |
| Closeout Date | Not set |
| Work Description | Replacement planting |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/06/2023) |
Sample Information
| Sample Taken Date | 05/30/2024 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 05/30/2024 |
| Sample type | Acceptance | A brief description of the sample | Native Soil for Subgrade |
| The quantity of what the sample constitutes | 40 lbs native material | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | 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 | CTM 231 test locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-05-30-22
DIME Test ID: 2024-05-30-22-1
Testing Lab: CT D06 - Bakersfield 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: 2024-05-31
Test Results
Method Type:: Standard Count
Number of Tests:: 4
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 05/31/2024
Gage No.: 30699
Test No.: 1
Nuclear By: Mike Cozad
Non-Bias Plan No.: 3 odd
Depth: 8
Material No.: no data
Material Type: sand with silt BRN
Impact By: Mike Cozad
Standard Count Density: 1880 g/cc
Count or Density 1: 1202 g/cc
Count or Density 2: 1454 g/cc
Count or Density 3: 1136 g/cc
Count or Density 4: 1119 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 91 g/cc
Moisture Count 2: 148 g/cc
Moisture Count 3: 141 g/cc
Moisture Count 4: 155 g/cc
Sum of Count or Density: 4911 g/cc
Average of Count or Density: 1228 g/cc
Sum of Moisture Count: 535 g/cc
Average of Moisture Count: 134 g/cc
Count Ratio Density: 0.65
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 91.1 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q2814_37035_240530_1 | 67.92 KB | 05/31/2024 | 2024-05-30-22-1 | Info |
Test was verified on 5/31/2024 ✔