Summary for Test 2024-04-18-2-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995056 DEA: 061E7804 EFIS: 0622000083 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-49.3/50.4,55.5/56.6 |
| Award Date | 10/13/2023 |
| Closeout Date | Not set |
| Work Description | WROUGHT IRON FENCE, PLANTING AND IRRIGATION. |
| Location Description | KERN COUNTY IN MCFARLAND AND DELANO FROM 0.1 MILE SOUTH OF SHERWOOD AVENUE TO 0.1 MILE NORTH OF PERKINS AVENUE AND FROM ROUTE 155/99 SEPARATION TO CECIL AVENUE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 04/18/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 04/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 40 pound bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | 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 |
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 location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-18-2
DIME Test ID: 2024-04-18-2-1
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: 2024-04-18
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Barrett Felder
Date of test: 04/17/2024
Gage No.: 30699
Test No.: 3
Nuclear By: Barrett Felder
Non-Bias Plan No.: 9 odd
Depth: 8
Material No.: no data
Material Type: sandy silty, BN, F-G
Impact By: Neale Brown
Standard Count Density: 1880 g/cc
Count or Density 1: 1359 g/cc
Count or Density 2: 1588 g/cc
Count or Density 3: 1341 g/cc
Standard Count Moisture: 623 g/cc
Moisture Count 1: 105 g/cc
Moisture Count 2: 137 g/cc
Moisture Count 3: 175 g/cc
Sum of Count or Density: 4288.00 g/cc
Average of Count or Density: 1429.00 g/cc
Sum of Moisture Count: 417.00 g/cc
Average of Moisture Count: 139.00 g/cc
Count Ratio Density: 0.76
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 87.2 %
Reported Percent Relative Compaction: 87 %
General comments (publicly viewable) (Max 1000 characters): NB 99 Sherwood overcrossing slope paving subgrade @.5'-1'BFG variable per plan 27ft wide X 63 ft long
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1E7804_37000_240417_03 | 48.68 KB | 04/18/2024 | 2024-04-18-2-1 | Info |
Test was verified on 4/18/2024 ✔