Summary for Test 2023-04-17-8-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-L0.9/L1.1 |
| Award Date | 02/24/2022 |
| Closeout Date | 02/26/2024 |
| Work Description | PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD |
| QA Service Level | 1 (Verified on 01/03/2022) |
Sample Information
| Sample Taken Date | 04/17/2023 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 04/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Native Soil- sitty FM sand mod. clay and gravel |
| The quantity of what the sample constitutes | 40 lbs | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 43 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sta 11+72.80 to 15+00 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2023-04-17-8
DIME Test ID: 2023-04-17-8-2
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: 2023-04-19
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 04/19/2023
Gage No.: 30699
Test No.: 44
Nuclear By: James Watson
Non-Bias Plan No.: 2-even
Depth: 8
Material No.: no data
Material Type: Brown- sandy silt, some clay and gravel
Impact By: James Watson
Standard Count Density: 1950 g/cc
Count or Density 1: 982 g/cc
Count or Density 2: 912 g/cc
Count or Density 3: 857 g/cc
Standard Count Moisture: 629 g/cc
Moisture Count 1: 121 g/cc
Moisture Count 2: 101 g/cc
Moisture Count 3: 114 g/cc
Sum of Count or Density: 2751.00 g/cc
Average of Count or Density: 917.00 g/cc
Sum of Moisture Count: 336.00 g/cc
Average of Moisture Count: 112.00 g/cc
Count Ratio Density: 0.47
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 99.6 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): Roundabout truck apron Sta 10+00 to 13+77 elevation 1.75'BFG width 15 ft probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V2804_37016_230419_44 | 116.05 KB | 04/19/2023 | 2023-04-17-8-2 | Info |
Test was verified on 4/19/2023 ✔