Summary for Test 2023-02-16-6-1
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 | 02/16/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/16/2023 |
| 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 | 30 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 | 27 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | DS#2 10+00 | 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: 2023-02-16-6
DIME Test ID: 2023-02-16-6-1
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: 2023-02-16
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: 02/16/2023
Gage No.: 30683
Test No.: 27
Nuclear By: James Watson
Non-Bias Plan No.: 7 even
Depth: 8
Material No.: no data
Material Type: Brown- sandy silt, some clay and gravel
Impact By: James Watson
Standard Count Density: 1707 g/cc
Count or Density 1: 1126 g/cc
Count or Density 2: 1171 g/cc
Count or Density 3: 1062 g/cc
Standard Count Moisture: 652 g/cc
Moisture Count 1: 138 g/cc
Moisture Count 2: 181 g/cc
Moisture Count 3: 146 g/cc
Sum of Count or Density: 3359 g/cc
Average of Count or Density: 1120 g/cc
Sum of Moisture Count: 465 g/cc
Average of Moisture Count: 155 g/cc
Count Ratio Density: 0.66
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 92.8 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): DS#2 Sta 10+00 elevation: 4 ft BFG width 2 ft length 70ft Probe 8" 90 % required per inspector
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V2804_37016_230216_27&28 | 812.35 KB | 02/16/2023 | 2023-02-16-6-1 | Info |
Test was verified on 2/16/2023 ✔