Summary for Test 2023-04-28-19-1
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 | 04/28/2023 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Class 2 AB | The quantity of what the sample constitutes | 40 lbs |
| 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 | Tester |
| Telephone number of sampler | 6615498281 | Laboratory sample identification | 55 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sta 51+33 to 52+50 | |
| 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: 2023-04-28-19
DIME Test ID: 2023-04-28-19-1
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: 2023-04-30
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/28/2023
Gage No.: 30681
Test No.: 55
Nuclear By: Neale Brown
Non-Bias Plan No.: 6 odd
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: Neale Brown
Standard Count Density: 1625 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.08 g/cc
Count or Density 3: 2.09 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 0.18 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.16 g/cc
Density: 2.11
Moisture: 0.17
Sum of Count or Density: 6.32 g/cc
Average of Count or Density: 2.11 g/cc
Sum of Moisture Count: 0.51 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): South Hwy 184 leg Sta 51+33 to 52+50 elevation: 0.75'BFG width: 24 ft probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V2804_37016_230428_53&54 | 208.07 KB | 04/30/2023 | 2023-04-28-19-1 | Info |
Test was verified on 4/30/2023 ✔