Summary for Test 2023-11-06-28-1
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 | 11/06/2023 | 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 | 11/06/2023 |
| 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 | 73 | 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: 2023-11-06-28
DIME Test ID: 2023-11-06-28-1
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: 2023-11-07
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: 11/06/2023
Gage No.: 30699
Test No.: 73
Nuclear By: Neale Brown
Non-Bias Plan No.: 2 odd
Depth: 7
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1904 g/cc
Count or Density 1: 1375 g/cc
Count or Density 2: 1229 g/cc
Count or Density 3: 1193 g/cc
Count or Density 4: 1334 g/cc
Count or Density 5: 1318 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 126 g/cc
Moisture Count 2: 124 g/cc
Moisture Count 3: 126 g/cc
Moisture Count 4: 110 g/cc
Moisture Count 5: 121 g/cc
Sum of Count or Density: 6449 g/cc
Average of Count or Density: 1290 g/cc
Sum of Moisture Count: 607 g/cc
Average of Moisture Count: 121 g/cc
Count Ratio Density: 0.68
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Sta 179+80 to 175+80 elevation: 1.60ft BFG width: 45ft probe: 7"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37031_231106_73to81_CTM216&231 | 908.85 KB | 11/07/2023 | 2023-11-06-28-1 | Info |
Test was verified on 11/7/2023 ✔