Summary for Test 2025-01-24-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-0.0/10.2 |
| Award Date | 02/28/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM. |
| Location Description | KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/02/2024) |
Sample Information
| Sample Taken Date | 01/24/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 01/24/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Material |
| 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 location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-24-9
DIME Test ID: 2025-01-24-9-1
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: 2025-01-27
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 01/24/2025
Gage No.: 30699
Test No.: 125
Nuclear By: Mike Cozad
Non-Bias Plan No.: 5 ODD
Depth: 8
Material No.: no data
Material Type: brown, fine, sandy-silt some gravel
Impact By: Barrett fielder
Standard Count Density: 1844 g/cc
Count or Density 1: 941 g/cc
Count or Density 2: 921 g/cc
Count or Density 3: 931 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 172 g/cc
Moisture Count 2: 158 g/cc
Moisture Count 3: 173 g/cc
Sum of Count or Density: 2793 g/cc
Average of Count or Density: 931 g/cc
Sum of Moisture Count: 503 g/cc
Average of Moisture Count: 168 g/cc
Count Ratio Density: 0.5
Count Ratio Moisture: 0.27
Calculated Percent Relative Compaction: 92.9 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3804_37030_250124_124to125 | 138.60 KB | 01/27/2025 | 2025-01-24-9-1 | Info |
Test was verified on 1/27/2025 ✔