Summary for Test 2024-05-15-25-1
Test performed: CTM 231-March 2013
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Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,-46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 05/15/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 05/15/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | Native Soil | 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 | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | 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: 2024-05-15-25
DIME Test ID: 2024-05-15-25-1
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: 2024-05-15
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/15/2024
Gage No.: 30681
Test No.: 144
Nuclear By: Neale Brown
Non-Bias Plan No.: 4 even
Depth: 6
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1589 g/cc
Count or Density 1: 1270 g/cc
Count or Density 2: 1216 g/cc
Count or Density 3: 1435 g/cc
Count or Density 4: 1252 g/cc
Count or Density 5: 1217 g/cc
Standard Count Moisture: 581 g/cc
Moisture Count 1: 76 g/cc
Moisture Count 2: 128 g/cc
Moisture Count 3: 133 g/cc
Moisture Count 4: 110 g/cc
Moisture Count 5: 134 g/cc
Sum of Count or Density: 6390 g/cc
Average of Count or Density: 1278 g/cc
Sum of Moisture Count: 581 g/cc
Average of Moisture Count: 116 g/cc
Count Ratio Density: 0.8
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): EB Hwy 46 sta 150+85 to 157+35 (south choker 27ft) elevation: 1.6ft BFG width: 27ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37031_240515_143to146 | 410.54 KB | 05/15/2024 | 2024-05-15-25-1 | Info |
Test was verified on 5/15/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.