Summary for Test 2024-07-12-10-1
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 | 01/09/2026 |
| 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 | 07/12/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/12/2024 | Sample type | Acceptance |
| A brief description of the sample | native existing material | The quantity of what the sample constitutes | 40 lbs native existing material |
| 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 | 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: 2024-07-12-10
DIME Test ID: 2024-07-12-10-1
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: 2024-07-12
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/12/2024
Gage No.: 30699
Test No.: 17
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 odd
Depth: 6
Material No.: no data
Material Type: ML:Silt F-sand, light BRN, Agg base blend
Impact By: Neale Brown
Standard Count Density: 1883 g/cc
Count or Density 1: 1958 g/cc
Count or Density 2: 1940 g/cc
Count or Density 3: 1813 g/cc
Standard Count Moisture: 622 g/cc
Moisture Count 1: 106 g/cc
Moisture Count 2: 104 g/cc
Moisture Count 3: 131 g/cc
Sum of Count or Density: 5711 g/cc
Average of Count or Density: 1904 g/cc
Sum of Moisture Count: 341 g/cc
Average of Moisture Count: 114 g/cc
Count Ratio Density: 1.01
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 90.6 %
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 |
|---|---|---|---|---|---|
| 06-0X3804_37030_240712_16to18 | 304.27 KB | 07/12/2024 | 2024-07-12-10-1 | Info |
Test was verified on 7/12/2024 ✔