Summary for Test 2023-04-12-7-1
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 | 04/12/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/12/2023 |
| 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 | 42 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sta 15+00 to 17+70 | 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: 2023-04-12-7
DIME Test ID: 2023-04-12-7-1
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: 2023-04-12
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 04/12/2023
Gage No.: 30699
Test No.: 42
Nuclear By: James Watson
Non-Bias Plan No.: 5 even
Depth: 8
Material No.: no data
Material Type: Brown- sandy silt, some clay and gravel
Impact By: James Watson
Standard Count Density: 1942 g/cc
Count or Density 1: 999 g/cc
Count or Density 2: 951 g/cc
Count or Density 3: 1191 g/cc
Standard Count Moisture: 629 g/cc
Moisture Count 1: 127 g/cc
Moisture Count 2: 191 g/cc
Moisture Count 3: 105 g/cc
Density: 2.09
Moisture: 2.14
Sum of Count or Density: 3141 g/cc
Average of Count or Density: 1047 g/cc
Sum of Moisture Count: 423 g/cc
Average of Moisture Count: 141 g/cc
Count Ratio Density: 0.54
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): West sunset leg Station 15+00 to 17+70 elevation 1.7' BFG width : 24' probe :8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V2804_37016_230412_40to42 | 344.13 KB | 04/12/2023 | 2023-04-12-7-1 | Info |
Test was verified on 4/12/2023 ✔