Summary for Test 2025-02-07-2-1
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 | 02/07/2025 | 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 | 02/07/2025 |
| 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: 2025-02-07-2
DIME Test ID: 2025-02-07-2-1
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: 2025-02-07
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: 02/07/2025
Gage No.: 30699
Test No.: 141
Nuclear By: Mike Cozad
Non-Bias Plan No.: 9 odd
Depth: 8
Material No.: no data
Material Type: Med BRN Clayey F-M sand with Gr
Impact By: Barrett fielder
Standard Count Density: 1849 g/cc
Count or Density 1: 1198 g/cc
Count or Density 2: 1214 g/cc
Count or Density 3: 1125 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 97 g/cc
Moisture Count 2: 88 g/cc
Moisture Count 3: 90 g/cc
Sum of Count or Density: 3537 g/cc
Average of Count or Density: 1179 g/cc
Sum of Moisture Count: 275 g/cc
Average of Moisture Count: 92 g/cc
Count Ratio Density: 0.64
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 87.5 %
Reported Percent Relative Compaction: 88 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3804_37030_250207_141 | 69.05 KB | 02/07/2025 | 2025-02-07-2-1 | Info |
Test was verified on 2/7/2025 ✔