Summary for Test 2023-11-09-28-1
Test performed: CTM 231-March 2013Project 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 | 11/09/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 11/09/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | up to 2000 sq yd | 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 | 93 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Rte 46 | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-11-09-28
DIME Test ID: 2023-11-09-28-1
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: 2023-11-13
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 11/13/2023
Gage No.: 30699
Test No.: 93
Nuclear By: Neale Brown
Non-Bias Plan No.: 8 even
Depth: 7
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1917 g/cc
Count or Density 1: 1116 g/cc
Count or Density 2: 1181 g/cc
Count or Density 3: 1289 g/cc
Count or Density 4: 1269 g/cc
Count or Density 5: 1195 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 198 g/cc
Moisture Count 2: 195 g/cc
Moisture Count 3: 166 g/cc
Moisture Count 4: 178 g/cc
Moisture Count 5: 165 g/cc
Density: 2.08
Moisture: 0.24
Sum of Count or Density: 6050 g/cc
Average of Count or Density: 1210 g/cc
Sum of Moisture Count: 902 g/cc
Average of Moisture Count: 180 g/cc
Count Ratio Density: 0.63
Count Ratio Moisture: 0.29
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Sta 38+50 to 36+15 elevation: 1.60ft BFG width: 76ft probe: 7"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37031_231109_98to103_CTM216&231 | 333.31 KB | 11/13/2023 | 2023-11-09-28-1 | Info |
Test was verified on 11/13/2023 ✔